Cardiff to Swansea Journey Time Improvement GRIP1 Intervention Study
Cardiff to Swansea Journey Time Project Name: Improvement Document Ref: 161034‐NRD‐G1‐CDSW‐REP‐EMF‐100000 Issue: P01 GRIP Stage: 1
Contents 1. Document Control ...... 5
2. Executive Summary ...... 6
3. Introduction ...... 7
3.1 Scope of Works ...... 7 3.2 Methodology of this study ...... 7
4. Signalling Review ...... 10
4.1 Background ...... 10 4.2 Signalling Scope of alteration ...... 10 4.2.1 Signal positioning and sighting ...... 11
4.2.2 Train Protection ...... 11
4.2.3 Loops and Junctions ...... 11
4.2.4 Level Crossings ...... 12
4.2.5 Stations with permissive movements ...... 13
4.2.6 Point Operating Equipment ...... 13
4.2.7 Train Detection Equipment ...... 13
4.2.8 Interlocking - Lineside equipment compatibility ...... 13
4.2.9 Interlocking – Alterability ...... 13
4.2.10 Power supplies ...... 14
4.3 Proposed Optimised Speed Profile ...... 14
5. Track Review ...... 15
5.1 Assumptions and Exclusions ...... 15 5.2 Third (3rd) Way Analysis ...... 16 5.3 Track interventions ...... 17 5.3.1 Intervention Methodology ...... 17
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5.3.2 Summary of interventions ...... 17
5.4 Track component review ...... 19 5.5 Gauging review ...... 20
6. Civils Review ...... 21
6.1 Assumptions and Exclusions ...... 22 6.1.1 Assumptions ...... 22
6.1.2 Exclusions ...... 22
6.2 Civils Methodology ...... 23 6.2.1 Culverts ...... 25
6.2.2 Underbridges ...... 26
6.3 Civils Interventions ...... 26 6.3.1 Speed Increase Interventions ...... 26
6.3.2 Impact of Track Interventions ...... 29
6.4 Headline Results ...... 30 6.5 Lonlas Tunnel ...... 34 6.6 Conclusion ...... 34 6.7 Next Steps ...... 35
7. Geotechnical Review ...... 36
7.1 Assumptions ...... 36 7.2 Assessment Approach ...... 37 7.2.1 Risk Category ...... 45
7.3 Geotechnical Interventions ...... 45 7.3.1 Regrade / Batter ...... 45
7.3.2 Retaining Structures ...... 46
7.3.3 Superficial Deposits ...... 46
7.4 Conclusions ...... 47 7.4.1 EHC ...... 47
7.4.2 Risk Category ...... 47
7.5 Next Steps ...... 47
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8. Appendices ...... 48
Appendix A1: ...... 49 Appendix B1: ...... 50 Appendix B2: ...... 51 Appendix B3: ...... 52 Appendix B4: ...... 53 Appendix C1: ...... 54 Appendix C2: ...... 55 Appendix D1: ...... 56 Appendix E1: ...... 57 Appendix E2: ...... 58
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1. DOCUMENT CONTROL
Revision History
Version Date Author Comments P01 06/12/2018 First Issue
Cardiff to Swansea Journey Project Name: Business Unit: NRDD Time Improvement
Sponsor: Network Rail ProjectWise: N/A
Project Project Number: 161034 Manager:
Client: Future Projects Group GRIP Stage: 1
Signature Table Produced by: Name: NRDD SW Job Title: Various roles Date: 05/12/2018 Reviewed by: Name: NRDD SW Job Title: Various roles Date: 05/12/2018 Approved by: Name: Job Title: CEM / Principal Designer [Track] Date: 06/12/2018 Accepted by: Name: Job Title: Date:
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2. EXECUTIVE SUMMARY
The Cardiff to Swansea Journey Time Improvement study is aimed at identifying the potential journey time savings that can be made between Cardiff and Swansea. This report evaluates potential infrastructure changes to improve the linespeed to support an improvement to journey time. For the purpose of this report, the potential infrastructure changes have been referred to as “interventions”.
This report highlights the potential of the existing signalling infrastructure to maximise linespeed and identifies the subsequent track, civils and geotechnical interventions that may be required to support this higher linespeed.
It should be noted that this report has outlined a number of high-level assumptions, typical for GRIP1, in order to develop the interventions. These will need to be ratified further within later GRIP stages. If progressed further, the areas where interventions have been identified should be verified in more detail to quantify and determine the level of intervention and impact that it has.
The interventions have been grouped into four sections based on the current stopping pattern of this study: Cardiff – Bridgend – Port Talbot – Neath – Swansea. This allows the interventions to be broken down to match a particular section, allowing further analysis of which sections may benefit greatest from interventions when compared against cost of implementation and against the journey time saving that is delivered.
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3. INTRODUCTION
3.1 Scope of Works
This project investigates the potential journey time savings that can be made on the main lines running from Cardiff, 170 miles 30 chains [ELR: SWM2], through to Swansea, 216 miles 07 chains [ELR: SWA]. The study focuses on passenger services along this section of the route, namely looking at the following rolling stock: Class 142 & 143 Class 150 & 153 Class 158 Class 170 Class 175 Class 230 Class 43 & 8 MkIIIs Class 800 on diesel (5 and 9 car)
This report outlines the findings from undertaking a review of the current signalling system and identifying opportunities for linespeed increase, whilst maintaining existing signalling infrastructure. It highlights indicative thoughts and assumptions on the impact of an increased linespeed on existing assets and explores and identifies infrastructure constraints challenging the optimum line speed profile.
3.2 Methodology of this study
The methodology to establish a proposed linespeed profile is to build a logical sequence of engineering discipline opportunities and constraints that will influence the required interventions.
The sequence, in the following order, takes in to account the existing signalling capability, train performance, track geometry, realignment and componentry, followed by structures, earthworks and level crossings. The method applied within this study was carried out in the following steps;
1. The primary infrastructure constraint is recognised as the signalling system, and it is understood that no alterations on a macro level are to be made. The basis of design is to preserve the Port Talbot East re-signalling project
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configuration and Port Talbot West re-signalling project Phase 1 configuration.
2. The signalling system shall be analysed to verify the maximum allowable speed due to existing signal spacing using existing Signal Spacing charts (SSpaM). This will provide the upper limit speed profile that the signalling system can support and will be a key input to the subsequent work.
3. Using the signalling driven speed profile, Route Runner analysis will be undertaken for the stock identified in Section 3.1 to ascertain the train performance curves for each stock. The Route Runner analysis will be undertaken by Future Projects Group. This will form a key input to the track design such that intervention work is governed firstly by train performance followed by track geometry, realignment and componentry, and avoids infrastructure alterations, the benefit from which, a train can never realise. Route Runner analysis shall be run between the principle calling point stations within the area of study, and shall not be undertaken for alternative stopping or skipping patterns. The calling pattern shall be Cardiff – Bridgend – Port Talbot Parkway – Neath – Swansea. Using the train performance curves as the guide, an optimised proposed speed profile will be established by generation of a speed distance curve. The curve will be a smoothed profile, removing spikes in the permitted speed profile to account for drivability.
4. The latest New Measurement Train (NMT) data shall be obtained to carry out the Third Way analysis. Examination of the track geometry using the current linespeed profile will establish any areas of non-compliance that exist today.
5. Analysis of the track geometry will establish which curves and their associated transitions will need realigning, recanting and/or lengthening, within the limits of the Network Rail boundary corridor, to achieve the proposed line speed. The actual realignment design will not be undertaken until a later GRIP stage. A desktop review of asset records will be undertaken for track components to establish if further renewals are required to achieve compliance at a higher line speed.
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6. Tabulated track realignment interventions will be used by Civil design engineers to establish the degree of earthworks intervention, with possible retaining structures to keep the intervention within corridor. A high-level table of interventions for culverts and underbridges will be produced. A high-level analysis of the tight clearance database will also identify areas for more detailed investigation in future GRIP stages.
7. Finally, a high-level review of level crossings along the route will be undertaken to understand if any upgrades or closures are required as a result of the proposed line speed increase. Assumptions may also include closure of crossing and proposals for alternative arrangements.
8. The deliverables will quantify the change in route section time (between stopping points) compared to existing, and the associated infrastructure interventions to achieve this, in tabulated form, allowing cost estimating to later be carried out and the business case to be developed.
It should be noted that at this stage of investigation low complexity infrastructure change is to be the norm when considering suitable infrastructure alteration to support a journey time saving. Medium complexity infrastructure change can be considered as the exception if there is a journey time benefit. Complex infrastructure change is not to be considered. Infrastructure change is to be within the Network Rail land boundary and the signalling arrangement upon completion on Port Talbot Phase 1 re-signalling.
The report outlines the limitations of this study and the future steps required to progress the project further.
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4. SIGNALLING REVIEW
4.1 Background
This section of the report highlights a high-level review of the signalling arrangements that would be affected by the output from the NRDD Track Design “3rd Way” review of Up and Down Main Lines. It should be noted that loop lines between Swansea and Cardiff have been excluded from the Track review, but are commented upon where appropriate in the signalling review. Other items of infrastructure that are affected by any increased line speed profile are commented upon in the following sections.
The basis of comments below is derived from the maximum approachable speed to a signal as shown Signalling Spacing Model [SSpaM], and the scheme plans that were used for the design of the following resignalling schemes as below:
Cardiff Area Resignalling – CASR Commissioned 2016; Port Talbot East Resignalling – PTER Commissioned 2006; Port Talbot West Resignalling – PTW1 Phase 1 Awaiting Commissioning.
4.2 Signalling Scope of alteration
It is not proposed to conduct any alterations to track and structures for linespeed alterations in connection with the JTI study between Swansea High Street Station and the eastern end of Landore viaduct at this stage, as it is considered not to be cost effective.
It should be noted that whilst this project may introduce higher line speeds and hence journey time reduction, between Landore viaduct (East) and Skewen the Up and Down linespeed profile has been smoothed out by the Port Talbot West Phase 1 development with a constant 70mph such that a driveable layout is achieved. This compares with the existing higher linespeed as published in the Sectional Appendix.
It is noted that Bi-Directional [Bi-Di] signalling will be commissioned between Port Talbot West and Landore. This in itself will not realise any tangible JTI per se, as it used only for engineering works or during service perturbation.
The review has considered the possible alteration without detailed smoothing of speeds between Cardiff and Port Talbot West. Further refinement to produce a more refined speed profile may be required.
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4.2.1 Signal positioning and sighting
In order to set Track and Civil engineering parameters for an improved linespeed profile, the proposed line speeds reviewed for this JTI scheme were derived from the present position of signals and the maximum speed at which they may be approached without repositioning. This is calculated by the Signal Spacing Model [SSpaM] charts.
It has not been established if the Required Reading Distance [RRD] for any of the signals at the proposed line speeds within the scheme area is achievable. If the RRD is not achievable, consideration of a banner repeater signal or repositioning of the signal will be required.
It is assumed for this study that any new traction types introduced between Cardiff and Swansea will have cab sight lines that offer equal or better signal sighting observational characteristics than those traction units in use today.
No assessment of any proposed electrification infrastructure in respect of signal sighting has taken place but it is pertinent to capture this requirement should any JTI utilise electric traction in the future.
4.2.2 Train Protection
The existing signal Automatic Warning System [AWS] positions would generally not be affected by the JTI, however Train Protection and Warning System [TPWS] equipment would have to be respaced for a linespeed increase. This is detailed signalling design and has not been reviewed in detail at this stage as it is determined by the final agreed linespeed on the approach to signals thus fitted.
4.2.3 Loops and Junctions
The following items will require physical alterations to the position of equipment installed. In addition, software alterations to the data contained in the Computer Based Interlockings [CBI] will be required.
There are several loop lines and junctions between Cardiff and Neath that potentially will require an adjustment to their aspect approach release point resulting from line speed increases. These are as follows:
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Leckwith Loop Junction Miskin Loops Pencoed Loop Tremains Loops Llynfi Junction Bridgend River Bridge Stormy Margam Moors Junction Margam East Junction Port Talbot East Junction Port Talbot West Court Sart Junction
4.2.4 Level Crossings
The scope of Level Crossing intervention in the JTI study area has been limited to the ‘signalled’ level crossings. These are as follows and will require their strike in points to be amended for the proposed linespeed. There would be no change of type to a higher level of protection.
St Fagans’ 174m 33ch MCB- CCTV [WROC] St Georges’ 175m 61ch MCB- CCTV [WROC] Pontsarn 178m 39ch AHBC-X [WROC] Llantrisant West 181m 76ch MCB-CCTV [WROC] Pencoed 186m 55ch MCB-CCTV [Port Talbot East] Coychurch Footpath 188m 37ch MWL [Port Talbot East] Bridgend Barrow 190m 53ch WL [Port Talbot East] Neath Barrow 208m 26ch WL [Port Talbot West]
There are several User Worked Crossings [UWCs] and Footpath [FP] crossings in the scheme area and these may require consideration for improved protection following a Sufficient and Suitable Risk Assessment.
In addition, other UWCs and FPs in the JTI scheme area may be subject to improvement as a result of a separate [faster] parallel programme of installation [e.g. VaMOS]. These installations would obviously have to be amended subsequent to the JTI scheme coming to fruition.
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4.2.5 Stations with permissive movements
Any station with an approach timing Call - On Aspect will require its’ time to be altered in a similar manner to the Loop and Junction signalling criteria.
4.2.6 Point Operating Equipment
All Point Operating Equipment [POE] in the study area is compatible with the proposed linespeeds and may remain in service.
4.2.7 Train Detection Equipment
All Train Detection Equipment [TDE] in the study area is compatible with the proposed linespeeds and may remain in service. It is assumed that any new proposed traction types will be compatible with the existing TDE, for example, wheel profile and EMC/EMI considerations.
Note: If in the event of a 25kV traction is desired in the future, a review of positioning and type of TDE in respect of neutral sections will be required.
4.2.8 Interlocking - Lineside equipment compatibility
It is assumed that any new traction types will be EMC/EMI compatible with installed equipment types and data links. The CASR, PTER and PTW1 schemes were designed for known 25kV type traction immunity characteristics. This may have to be reviewed when new traction type behaviour becomes known.
4.2.9 Interlocking – Alterability
The existing CBI are capable of minimal alterations to encompass the data changes required by repositioning equipment. In the case of the PTER area a more detailed capacity analysis will be required for data changes necessitated by changes to standards/modern practises as applied to the JTI scheme.
In addition, the proposed Tondu resignalling may utilise unused data processing capacity of the PTER interlockings which will reduce their available capacity.
Both scenarios may result in a requirement for a major data change and / or extra CBI interlocking equipment.
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4.2.10 Power supplies
It is anticipated that current signalling power supplies located in the Wales Route Operating Centre [WROC] have sufficient spare capacity for minor alterations to the interlockings as above.
4.3 Proposed Optimised Speed Profile
Route Runner was used to determine the train running profile for the rolling stock listed in Section 3.1, based on the existing linespeeds and the maximum achievable linespeeds identified from the signalling review (output from the SSpaM charts). The Route Runner analysis was carried out by Future Projects Group and the results passed back to Network Rail Design Delivery for review.
The maximum proposed linespeed was then reviewed and optimised. For instance, linespeed spikes in the Route Runner chart were removed / flattened out. For example, where a train never reaches a much higher linespeed, then the linespeed will be optimised to cap it for only what the train can achieve. This prevents proposing infrastructure interventions to allow for a much higher linespeed, for which the benefits will never be realised due to train performance.
This then provided an optimised linespeed for the track team to use in 3rd Way (see Section 5.2 of this report), which was optimised further on identification of unrealistic interventions, such as infrastructure changes to Landore viaduct. This eventually provided a final proposed optimised linespeed that:
would be run in Route Runner (by Future Projects Group) to obtain the final proposed running time,
would be run in 3rd Way (by NRDD) to identify required interventions to support this linespeed.
The proposed optimised speed profile that was run can be seen in Appendix A1.
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5. TRACK REVIEW
The track review comprised a study to investigate where the existing track is fit for the proposed linespeed, and where interventions are required to meet an increase in linespeed. This analysis was carried out using Third (3rd) Way. Where interventions are required they have been listed and quantified in terms of length in yardage and the level of intervention that is required.
5.1 Assumptions and Exclusions
A number of assumptions and exclusions have been made, with regards to various aspects of the JTI project at this stage. Those specifically affecting track are;
Assumption / Exclusion Notes 1 Line is fit for current linespeed as Where the proposed linespeed is unchanged listed in the National Electronic from the existing there will be no interventions Sectional Appendix (NESA). listed. There may be non-compliances in these areas, however, these are deemed to be a maintenance issue rather than needing to be actioned by this project. 2 Where interventions affect existing This will be subject to a controlled signal signals it is assumed that signals sighting process in later stages of project. can be sighted for the new track position. 3 Vertical alignment is excluded from 3rd Way focusses on cant and curvature. 3rd Way analysis. Horizontal and vertical design to be undertaken in later GRIP stages. 4 Where Port Talbot West Phase 1 is This has been done to show worst case proposing to reduce linespeed scenario. (between Skewen and Landore), the higher existing linespeed has been used. 5 Where interventions are present, Positions of safety and authorised walking positions of safety and authorised routes will be reviewed at later design stages. walking routes can be accommodated.
Table 1.1 Track assumptions and exclusions
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5.2 Third (3rd) Way Analysis
Third Way Analysis is an Excel based program developed by Network Rail that takes recorded inputs from the New Measurement Train (NMT), such as curvature, cant, speed etc. and produces a table that shows the critical information for each geometric element (straight, curve, transition) that makes up the track geometry along a route. The information displayed is;
Cant (E) and Cant Deficiency (D) for straights and curves,
Rate of change of Cant Deficiency (RcD),
Cant Gradients (EG) for transitions.
This information is colour coded against the values shown in Standard NR/L2/TRK/2102 (Table 6, 7, 8, 9 & 10) and is an easily accessible way of determining if the track is fit/safe for the line speed. Third Way Analysis is undertaken for the existing line speed and for a user-defined proposed line speed; in effect, allowing the user to see if an existing track can accommodate a higher speed while retaining its existing geometry.
The existing linespeed, taken from the Sectional Appendix, was used for running the 3rd Way on existing geometry. 3rd Way was then run for the proposed linespeed, which was determined by signalling review and Route Runner analysis, as outlined in Section 4.3. The results of the 3rd Way analysis of proposed linespeed can be seen in the RAG reports, found in Appendix B1. It is this data that then determines the extent of track intervention. Track interventions are required to adhere to NR/L2/TRK/2102 Design and Construction of track. Normal design values are to be the norm, with maximum design values considered as the exception. Exceptional design values are not to be considered. The design values for Normal and Maximum are shown in Table 1.2 (from NR/L2/TRK/2101- Design and Construction of Track - Tables 7&9).
Parameter / Constraints Normal Design Value Maximum Design Value Maximum Rate of Change of 35 mm/sec 55 mm/sec Cant Maximum Rate of Change of 35 mm/sec 55 mm/sec Cant Deficiency Cant 150 mm 150 mm
Cant Deficiency 110 mm 110 mm
Table 1.2 Normal and Maximum Design Values (NR/L2/TRK/2101)
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5.3 Track interventions
5.3.1 Intervention Methodology
The interventions that 3rd Way identified were split into three categories:
Low level interventions – where a curve is above the minimum radius needed for line speed (for example, found to be R=1850m for 125mph using maximum E & D values allowed in the standard), meaning that the curve can be retained and made fit for the new line speed by increasing cant (unless cant is already at maximum allowed). It should be noted that this would almost certainly mean lengthening and recanting the transitions either side of the effected curve. Transitions that need lengthening have also been listed as low interventions, although this will likely mean alterations to adjacent geometric elements;
Medium level interventions – this is where the radius is less than the minimum required radius for the given speed. This means that the track can most likely be re-aligned (to increase radius) but remain within the existing railway boundary. The extent of a medium intervention is difficult to determine at this early GRIP stage, as it requires spatial design, which shall be confirmed in later design stages using 3D survey data;
High level interventions - when a curve radius is much less than the minimum, meaning that an increase in radius is likely to result in re-alignment outside of the existing railway boundary. Essentially these interventions would mean the construction of a new length of railway line with all the associated land take issues this would entail. Where Low or Medium interventions contain structures, these have been listed as high interventions as a worst-case scenario. If no alteration to these structures are required, then this would reduce the level of these interventions, although this is difficult to determine at this GRIP stage, based on 3rd Way analysis.
5.3.2 Summary of interventions The track interventions can be found listed in their entirety in the Track Intervention Sheets in Appendix B2. All the chainages are shown as decimal miles, as this is the format that the NMT and 3rd Way uses, as well as shown in yards for clarity. There is a total of four spreadsheets based on whether is it the Up Main or Down Main and normal or maximum design values. The naming convention for each intervention (shown in the ‘Item’ column on the Track Intervention Sheets) is to identify the Track it relates to (U=Up Line, D=Down Line), then the linespeed profile (P1=proposed speed profile 1) then the design values (N=Normal, M=maximum) and finally a sequential number of intervention in the speed section. So, for example, Item DP1N5.2 is the second intervention on the Down Line in the fifth speed change of that route section,
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using proposed linespeed profile 1 and normal design values. Up and Down lines had to be separated due to the differential line speed proposed for each line. Once all the track interventions were identified they were issued to the other design disciplines to review and determine their discipline specific interventions. It should be noted that lengths of recanting and realignment identified in the intervention tables are measured along the length of the existing alignment. Due to this, resultant trackwork lengths may vary and will be determined in later design stages. The lengths of the interventions based on normal and maximum design values can be seen in the following tables, Tables 1.3 and 1.4;
Route Section Low Intervention Medium Intervention High Interventions (Yards) (Yards) (Yards) 1 616 970 2526
2 702 695 317
3 143 121 581
4 906 502 4518
Total Length for 2367 2288 7941 Route Section Total Length (Yards) 12597
Table 1.3 Lengths of track interventions using ‘normal’ design values
Route Section Low Intervention Medium Intervention High Interventions (Yards) (Yards) (Yards) 1 0 970 2230
2 0 542 97
3 143 121 581
4 480 502 3511
Total Length for 623 2135 6419 Route Section Total Length (Yards) 9177
Table 1.4 Lengths of track interventions using ‘maximum’ design values
As stated, Normal design values are considered the norm at this design stage, with Maximum design values considered as an exception. The interventions
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based on Maximum values have been listed for comparison, but for the purpose of multidisciplinary review within this investigation Normal design values have been used. This also ensures that the required interventions are not underestimated given that the data is based on NMT recordings and no survey information is available at this stage.
5.4 Track component review
A review of LADS (Linear Asset Decision Support Tool) was undertaken to identify any components which would prevent linespeed increase. The components fell in two categories:
Components listed in NR/L2/TRK/2102 Tables 30 to 34;
Components known to cause issues, based on previous experience with linespeed increase projects. These are listed in Table 1.5.
Component Notes Pre-1976 rail Risk of longitudinal vertical splits F19, F21 & F23 Concrete Sleepers (or Older sleeper types with 5mm rail pads at risk similar types) of corrosion pitting, tensile foot failure and gauge spreading. Older rail fasteners (e.g. Mills clips) Risk of becoming ineffective if altered by sluing or re-stressing Older baseplate types Types listed obsolete or not adopted/recommended in NR/L3/TRK/2049 Table 13 Table 1.5 Components that may cause issues to linespeed increase
However, it should be noted that LADS may not contain all data necessary to identify problem components. Site inspections and component survey should be undertaken if design is to be progressed in more detail in future GRIP stages.
The extract from LADS can be seen in Appendix B3, with all components that will likely require renewal for a linespeed increase highlighted in yellow, and all areas where there is a proposed linespeed increase highlighted in grey. Where the highlighted yellow components fall into the grey highlighted linespeed increase areas, it is proposed these components will need renewing as part of linespeed increase works, even if there is no intervention in that specific area.
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5.5 Gauging review
The Balfour Beatty Rail Portal (this is the replacement for the TiCleD database) was checked to identify any structures with existing gauging problems. The results were filtered for structures with Reduced, Special Reduced, Infringement and Anomaly clearances.
The results can be seen in the list in Appendix B4.
No Infringement (foul) clearances were identified.
Four Reduced clearances were identified.
Eight Special Reduced clearances were identified.
Twenty-Nine Anomaly clearances were identified. It should be noted that anomaly clearance does not mean there is a gauging issue with a structure, it means that there is insufficient information to classify these structures into one of the other categories.
When worksites are determined as part of the next GRIP stage (if the project is progressed) anomaly clearances will have to be verified using laser-sweeps and Clear Route 2.
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6. CIVILS REVIEW This GRIP 1 study considers the Cardiff to Swansea section of the South Wales Main Line 2 (SWM2) and Swansea High Street Branch (SWA) in both Up and Down directions for approximately 45 miles; SWM2 170 miles 0660 yards (30ch) – 214 miles 1364 yards (62ch) and SWA 214 miles 1430 yards (65ch) – 216 mils 0176 yards (8ch). The track team identified areas of track geometry non-compliance and improving transitions with realigning, recanting and / or lengthening within the limits of the Network Rail boundary corridor to achieve the proposed maximum line speed identified by the signalling team, dictated by the current signalling arrangement. To accommodate the line speed increase and associated track alterations a route wide assessment was undertaken to evaluate the impact on assets within the geographical scope. Two high level tables (Appendix C1 and C2) have been produced in order to identify the degree of structural interventions within the rail corridor. Only low and medium complexity infrastructure changes have been considered for this GRIP 1 report as outlined in the remit. One potential high intervention has been identified and has been discussed in section 6.3.1. The types of interventions have been explained below:
Low complexity infrastructure changes are considered structural strengthening to one or more elements;
Medium complexity infrastructure changes are considered as new deck on existing abutments, in the case of masonry arches, new deck and abutments or a new culvert;
High complexity infrastructure changes are considered as constructing a structure in a new location with the requirement of compulsory purchasing of land. This option has not been considered.
The route has been split into sections based on the current stopping pattern of station mileages as requested in the remit. This is shown in Table 2.1.
Route Section Station ELR Mileage (Yards) 1 Cardiff Central - Bridgend 170.0660 – 190.0990 2 Bridgend - Port Talbot Parkway 190.0990 – 202.1298 SWM2 3 Port Talbot Parkway - Neath 202.1298 – 208.0440 208.0440 – 214.1364 4 Neath - Swansea SWA 214.1430 – 216.0176 Table 2.1 ELR and Mileages Broken Down into Sections
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6.1 Assumptions and Exclusions Throughout this report multiple assumptions and exclusions have been made. Please see below for a full list relevant to the civil engineering and geotechnical aspects.
6.1.1 Assumptions It is assumed that all information on Civils Asset Register and Electronic Reporting System (CARRS) is accurate and up to date; It is assumed that existing assessment information is correct; For estimating purposes, it is assumed that 2 ‘hidden culverts’ are to be found per km when conducting future survey works; Assessments are available, valid and reflect current condition; It is assumed that existing abutments and piers are in fair condition and adequate to receive new decks of steel or concrete. Where masonry arch structures are identified these would be replaces with new piled, reinforced concrete substructures and steel superstructure; A conservative approach has been taken when recommending interventions. As part of the next GRIP process, individual assessments for each structure identified would be required to determine if deck / culvert replacement is necessary or if structures will require strengthening / refurbishment; Only passenger trains will take advantage of the speed increases along the line, with heavier freight limited to the existing line speeds.
6.1.2 Exclusions Only culverts and underbridges have had interventions recommended where necessary. Other structure types have been excluded; Civils interventions are limited to structures carrying SWM2 or SWA main lines only. It has not been considered how changes on these lines effects other lines and the structures carrying them; Concepts do not take into account future electrification or hinder future electrification or current ‘on hold’ electrification plans; Increase in Vehicle Incursion (VI) scores has not been explored; No overbridge design gauging has been undertaken; Spandrel wall risk assessments have not been considered; The impact of increased fatigue damage to metallic underbridges has not yet been considered; All intervention work will be subject to Network Rail assurance standards and procedures;
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Civil engineering level crossing interventions have not been considered; Construction methodology of interventions and compound extents have not been considered; Intervention options have not been discussed or agreed by the RAM; Mining investigation has not been taken into consideration; Buried services have not been taken into consideration; Environmental and SSSI searches and investigation has not been taken into consideration; Listed structures have not been taken into consideration.
6.2 Civils Methodology A desktop review of CARRS was undertaken to identify the assets along the 45 miles of track. A civil engineering project asset register (Appendix C1) was created with the assets identified split into the following structure types: Bridge part (in this case, overbridge of mixed construction); Footbridge; Intersection bridge (structure carrying SWM2 line and another line at a multi- level intersection); Miscellaneous structure (such as wells and shafts); Overbridge (road over rail); Pipe bridge (truss carrying pipes over rail); Retaining wall; Side of line bridge; Tunnel.
The civil engineering assets outlined in the remit were culverts and underbridges only; however, the additional structural assets were identified in order for a more informed GRIP 2 scope or works to be developed. Other than identification, no other analysis, evaluation or interventions have been undertaken on the additional assets identified. In this report, viaducts are considered as underbridges and the latter term is used to refer to the two structure types.
A total of 488 assets were identified during the CARRS desk top study. 239 assets were excluded as they were outside the scope of the remit (retaining walls, side of line bridges etc.) Only underbridges (including viaducts) and culverts were analysed further with a total of 249 assets identified. A ‘sense check’ was undertaken of the culverts
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and underbridges which reduced the number of assets to 189. The sense check was undertaken by checking the latest Detailed Examinations on CARRS to check more specific details such as: If culverts were unlocated or had been in filled; Underbridge decks no longer carry live loading; Underbridge decks carry track that are not SWM2 or SWA Up and Down main lines; Structure duplicates; There are no examination reports available in CARRS (could be that structure has been infilled but has not been confirmed and an entry still exists on CARRS).
Reasoning for asset removal from civils work bank is explained for each individual structure in the asset register, see Appendix C1. See table below for summary of results.
Number After CARRS Number After Exclusion and ‘Sense Asset Type Review Check’ Sift Culvert 135 89 Underbridge 114 100 Bridge part 8 Footbridge 23 Intersection bridge 4 Miscellaneous structure 9 Overbridge 51 Excluded as out of remit Pipe bridge 3 Retaining wall 127 Side of line bridge 13 Tunnel 1 TOTAL 488 189 Table 2.2 High Level Overview of Civils Assets
The civil engineering asset register in Appendix C1 also captured key data from the latest Detailed Examinations from CARRS such as construction type, span and key dimensions as well as what assessments are available, if they are compliant to the assessment cycle and the RA rating with current line speed in order to assist with estimating.
Please see Table 2.3 and Figure 2.4 to see the distribution of culverts and underbridges in the 4 route sections.
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Route Section No. of Culverts No. of Underbridges 1 50 32 2 19 26 3 9 11 4 11 31 TOTAL 89 100 Table 2.3 Route Section Breakdown of Culverts and Underbridges
Graph to Show Route Section Breakdown of Culverts and Underbridges - Figure 2.4 90
80
70
60
50 No. of Underbridges 40 No. of Culverts 30
20
10
0 Route Section 1 Route Section 2 Route Section 3 Route Section 4
6.2.1 Culverts Culverts are classified as structures with a span of less than 1,800mm and greater than 450mm. Culverts can be put into two categories: Primary method of support is by arching action (concrete pipe or masonry / stone arch barrel); Primary method of support is by non-arching action (concrete slab on abutments).
Arching action culverts are assessed qualitatively and non-arching action culverts are assessed quantitatively. Significant defects are defined as; bulging, significant cracks, leaning or other misalignment to indicate that a structure is unstable.
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6.2.2 Underbridges Underbridges are structures that have a span greater than 1,800mm and have less than or equal to 3 spans. Where underbridge assessments are available they have been reviewed based on the assumption they are valid and up to date (undertaken within the past 18 years). Level 0 and level 1 assessments have been reviewed. Level 1 assessments consist of a desk study, inspection for assessment and analysis. A level 0 assessment is an assessment undertaken by a piece of software developed by Network Rail for the assessment of bridges using Level 0 procedures and is known to give a very conservative output result.
6.3 Civils Interventions Civils interventions were identified in two ways: Where a line speed increase has been identified; Where there are horizontal track alignment changes.
As high complexity infrastructure changes are not to be included within this study, it was reasoned that the speed would remain the same from Landore Viaduct (SWM2 214 miles 0858 yards) to Swansea Station due to the intervention level that would be required. It was also concluded that no horizontal track alignment changes would occur from Landore Viaduct to Swansea Station and therefore no civils interventions have been identified beyond SWM2 214 miles 0858 yards. Medium and low complexity infrastructure changes have been identified; the process in which they were identified and detail of the interventions can be found in section 6.3.1 and 6.3.2.
6.3.1 Speed Increase Interventions Speed increase is accounted for within the civils interventions because the increased passenger speed increases load effects on structures and will accelerate deterioration of these assets that are considered acceptable for the current loading and frequency of rail traffic.
As the track team considered speed increases for the Up and Down lines independently, the civils team rationalised this by looking at the highest linespeed of the two lines. This is because normally both lines run over the same structure; so the worst case needs to be reviewed. See Table 2.5 for rationalisation of linespeeds.
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From To Proposed Down Proposed Up Proposed Max Route Miles Yards Miles Yards Linespeed Linespeed Linespeed Section (mph) (mph) (mph) 1 170 0792 170 0946 15 As existing 1 170 0946 170 1100 15 30 30 1 170 1100 170 1320 30 60 60 1 170 1320 173 0528 75 80 80 1 173 0528 173 1232 80 80 80 1 173 1232 175 0704 80 85 85 1 175 0704 175 1408 85 85 85 1 175 1408 176 1518 85 80 85 1 176 1518 177 1298 85 85 85 1 177 1298 180 1672 85 90 90 1 180 1672 184 0308 85 85 85 1 184 0308 185 0220 85 80 85 1 185 0220 185 0286 85 80 85 1 185 0286 188 1276 85 80 85 1 188 1276 189 1650 90 80 90 1 189 1650 190 0462 90 75 90 1 / 2 190 0462 190 1188 90 60 90 2 190 1188 190 1298 90 90 90 2 190 1298 192 0242 90 90 90 2 192 0242 193 0682 75 90 90 2 193 0682 194 0154 85 90 90 2 194 0154 194 1496 90 90 90 2 194 1496 194 1540 90 100 100 2 194 1540 198 0880 100 100 100 2 198 0880 201 1078 90 90 90 2 201 1078 201 1144 70 90 90 2 201 1144 202 0220 70 85 85 2 202 0220 202 0440 80 85 85 2 / 3 202 0440 202 1650 80 90 90 3 202 1650 203 1562 90 90 90 3 203 1562 206 1650 90 90 90 3 206 1650 208 0110 90 70 90 3 208 0110 208 1650 40 40 40 3 208 1650 210 0528 40 95 95 3 210 0528 211 0330 75 90 90 3 211 330 211 1716 65 90 90 3 211 1716 212 66 65 70 70 3 212 66 212 330 65 90 90 3 212 330 213 990 70 90 90 3 213 990 214 858 70 70 70 Table 2.5 Rationalised Speed Increases for SWM2
The maximum linespeed was then compared against the existing linespeed of culverts and underbridges according to the National Electronic Sectional Appendix (NESA).
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Where the speed remains the same (highlighted green in Appendix C1), no civils interventions have been identified where it is assumed no civils interventions are necessary. Where a speed increase has been identified (highlighted amber in Appendix C1), civils interventions have been identified based on the asset type.
Culvert speed increase interventions have been identified based on the following: Location of the culvert. If the culvert runs parallel to the track with no rail live loading, no civils intervention has been identified; If the entire culvert has not been viewed in the latest Detailed Examination it has been recommended that the culvert is replaced as current condition is unknown; If the entire culvert has been viewed in the latest Detailed Examination and current condition is fair, overall condition of the structure has been reviewed and there are no further civils interventions; If the entire culvert has been viewed in the latest Detailed Examination and current condition is poor, overall condition of the structure has been reviewed and structural lining has been recommended.
57 culverts show a line speed increase and 32 show line speed remaining the same. See Table 2.6 for results of the civils interventions recommended for the culverts with speed increase.
Culvert Intervention No. of Culverts Full Culvert Replacement 43 Structural Lining 1 No Civils Intervention Required 14 TOTAL 57 Table 2.6 Culvert Interventions for Speed Increase
The recommendation of a full culvert replacement is the worst case as current condition is not known. In reality, during the next GRIP stage, Detailed Examination of Parts Not Examined should be undertaken of each culvert that hasn’t been fully examined. Following that, a qualitative assessment undertaken for culverts where primary method of support is by arching action and quantitative assessment where primary method of support is by non-arching action should be completed. This will highly likely assess out replacements for the majority of the culverts and instead strengthening and / or repairs will be identified.
Underbridge speed increase interventions have been identified based on the following: If the underbridge is a masonry arch, no civils intervention are required as increased speed does not affect the capacity of a masonry arch;
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For concrete and metallic underbridges, if the Route Availability (RA) from the most recent assessment is greater than or equal to RA10, then no civils intervention required at this early GRIP stage. RA10 was selected for the initial filter as a conservative approach due to the existing RA8 traffic of the line. This will require evaluation at later GRIP stages; If no current assessment is available, a new deck replacement has been conservatively recommended; If structure has an RA value of RA0, new deck is recommended; Structures with RA values between RA 1-9, a more in depth look at the assessment has been undertaken and targeted strengthening recommended.
46 underbridges show a line speed increase and 54 show line speed remaining the same. See Table 2.7 for results of the civils interventions recommended for the underbridges with speed increase, more discussion and detail can be found in Appendix C1.
Underbridge Intervention No. of Underbridges New Deck 8 Strengthening 8 No Civils Intervention Required 30 TOTAL 46 Table 2.7 Underbridge Interventions for Speed Increase
6.3.2 Impact of Track Interventions The track team proposed Up and Down horizontal alignment and cant changes in order to achieve linespeed increases. Where a section of track was identified for a change, the asset register was reviewed to see if assets were located in this section. Civils interventions have only been identified for culverts and underbridges if a horizontal alignment or cant change has been identified. All other asset types do not have civils interventions. This is rationalised and shown in Appendix C2.
95 assets were identified as being located within sections of track with horizontal realignment requirements. Of those 95 structures, 20 were culverts and 8 were underbridges.
Culvert interventions were based on similar criteria to the speed increase interventions: Location of the culvert. If the culvert runs parallel to the track with no rail live loading, no civils intervention has been identified; If the entire culvert has not been viewed in the latest Detailed Examination it has been recommended that the culvert is replaced as current condition is unknown;
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If the entire culvert has been viewed in the latest Detailed Examination and current condition is fair, overall condition of the structure has been reviewed and there are no further civils interventions; Distance from running line and culvert headwall reviewed in order to identify if a culvert extension is required and recommendations made.
Culvert Intervention No. of Culverts Culvert Replacement 11 No Civils Intervention Required 9 TOTAL 20 Table 2.8 Culvert Interventions for Horizontal Track Re-alignment
Underbridge interventions were based on the following: Clearances from running rail to parapet to see if horizontal re-alignment is possible (within reason). If sufficient, no civils intervention has been recommended, if insufficient, a new deck has been recommended; Where cant change is required, it is assumed that additional ballast is required and ballast removal is necessary to change cant. Where additional ballast loading is on masonry arches, no civils interventions are required. Where additional ballast loading is required on other bridge deck types, strengthening interventions have been recommended. Where ballast removal is required it is assumed that there is sufficient depth to reduce ballast and still achieve minimal ballast requirements.
Underbridge Intervention No. of Underbridges New Deck 0 Strengthening 1 No Civils Intervention Required 7 TOTAL 8 Table 2.9 Underbridge Interventions for Horizontal Track Re-alignment
High level interventions have been identified in table 6.11. More detail can be found in Appendix C1 and C2.
6.4 Headline Results Where culvert and underbridge interventions have been identified for linespeed increase and horizontal track interventions there is some overlap of recommended interventions. See table 2.10 for headline results, more detail can be found in Appendix C1.
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Culvert Intervention No. of Culverts Culvert Replacement 44 Structural lining 1 TOTAL 45 Underbridge Intervention No. of Underbridges New Deck 8 Strengthening 8 TOTAL 16 Table 2.10 Headline Culvert and Underbridge Interventions
For more detail on intervention, see table 2.11. More detailed information can be found in Appendix C1.
Route ELR Mileage Name Asset Intervention Section 1 SWM2 170.1716 3' Brick Barrel Culvert Culvert replacement 1 SWM2 171.0594 Leckwith Road Underbridge New deck 1 SWM2 171.1403 Grosvenor Street Underbridge Strengthening 1 SWM2 173.022 Fairwater AKA Birdies Underbridge New deck 1 SWM2 173.1386 Goddards River Ely Underbridge Strengthening 1 SWM2 174.0369 2'6" culvert Culvert Culvert replacement Over St.Fagans Brook On 1 SWM2 174.0743 Culvert Culvert replacement Up side. 2' Brick Arch Also Under 1 SWM2 174.1507 Culvert Culvert replacement Former SFA 1 SWM2 175.0374 3' Stone Arch Culvert Culvert replacement 1 SWM2 175.0528 St.Georges No.1 Underbridge Strengthening 1 SWM2 175.1386 St.Georges No.2 Underbridge New deck 1 SWM2 176.0946 3' Stone Barrel Culvert Culvert replacement 4'3" Stone Barrel & 1 SWM2 176.1518 Culvert Culvert replacement Concrete Pipe 1 SWM2 177.0374 24" Concrete Pipe Culvert Culvert replacement 1 SWM2 177.0968 18" Concrete Pipe Culvert Culvert replacement 1 SWM2 177.1232 3' Stone Barrel Culvert Culvert replacement 1 SWM2 177.1661 2' Stone Arch Culvert Culvert replacement 1 SWM2 178.0660 3' Stone Barrel Culvert Culvert replacement 1 SWM2 179.0000 Duffryn Fach River Ely Underbridge Strengthening 1 SWM2 179.0572 30" Concrete Pipe Culvert Culvert replacement 1 SWM2 180.0528 3' Stone Barrel Culvert Culvert replacement 1 SWM2 180.0792 Black Bridge River Ely Underbridge Strengthening
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Route ELR Mileage Name Asset Intervention Section 1 SWM2 180.1265 New Mill River Ely Underbridge New deck 1 SWM2 181.0319 Maesyfelin River Ely Underbridge New deck River Ely - Up & Down 1 SWM2 181.0968 Underbridge Strengthening Mains 1 SWM2 181.1056 3'6" Stone Barrel Culvert Culvert replacement 3' Span Of Mixed 1 SWM2 181.1441 Culvert Culvert replacement Construction 1 SWM2 181.1705 3' Stone Arch Culvert Culvert replacement 3' Stone Barrel & 1 SWM2 182.0352 Culvert Culvert replacement Concrete Pipe 1 SWM2 182.0550 3' Stone Barrel Culvert Culvert replacement 1 SWM2 183.0176 3' Stone Barrel Culvert Culvert replacement 3' Stone & Barlow Rail 1 SWM2 183.1100 Culvert Culvert replacement Deck 1 SWM2 183.1463 Llanharan Brook Underbridge New deck 4' Brick Arch On Down 1 SWM2 183.1463 Culvert Culvert replacement Side Under O/B Approach 1 SWM2 184.1738 Brynna Brook Underbridge New deck Stone Arch Under Road 1 SWM2 184.1738 Culvert Culvert replacement On ? Side 1 SWM2 188.1463 County Road Underbridge Strengthening 3'6" Stone Barrel & 1 SWM2 189.0704 Culvert Culvert replacement Concrete Pipe 1 SWM2 189.0990 B/C Tremains Brook Culvert Culvert replacement 27" Concrete Pipe & 1 SWM2 189.1562 Culvert Culvert replacement Stone Barrel 3' Concrete Pipe & Stone 1 SWM2 190.0077 Culvert Culvert replacement Barrel 2 SWM2 192.1012 3' Stone Barrel Culvert Culvert replacement 2 SWM2 193.0385 2' Stone Arch Culvert Culvert replacement 2 SWM2 193.0517 3' Stone Barrel Culvert Culvert replacement 2 SWM2 193.0930 2' Stone Arch Culvert Culvert replacement 3' Stone Barrel & Armco 2 SWM2 193.1254 Culvert Culvert lining Pipe 3' Span Of Mixed 2 SWM2 201.1210 Culvert Culvert replacement Construction 2 SWM2 202.0154 Cotton Row Underbridge New deck 36" Concrete Pipe On 3 SWM2 207.0836 Culvert Culvert replacement Down Side 3 SWM2 207.1232 4'4" Stone Arch Culvert Culvert replacement
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Route ELR Mileage Name Asset Intervention Section 3 SWM2 207.1254 Twin 5'6" Arch Culvert Culvert replacement 3 SWM2 207.1298 4' Stone Arch Culvert Culvert replacement 4 SWM2 208.1276 3'1" Stone Arch Culvert Culvert replacement Concrete Pipe With 4 SWM2 208.1716 Culvert Culvert replacement Sewer Inside Longford AKA Neath 4 SWM2 209.0737 Underbridge Strengthening Abbey Stone Barrel Outlet In 4 SWM2 209.1496 Culvert Culvert replacement Garden On Down Side 2' Stone Barrel Under 4 SWM2 210.0374 L.C. Approach On Down Culvert Culvert replacement Side 4 SWM2 211.0759 4' stone arch & invert Culvert Culvert replacement 4 SWM2 212.0660 3'4" Stone Arch & Invert Culvert Culvert replacement
Table 2.11 Detail of Culvert and Underbridge Interventions
See Table 2.12 and Figure 2.13 to see the distribution of culvert and underbridge interventions in the 4 route sections.
Route Culvert Deck Culvert Lining New Deck Section Replacement Strengthening 1 29 0 7 7 2 5 1 1 0 3 4 0 0 0 4 6 0 0 1 TOTAL 44 1 8 8 Table 2.12 Route Section Breakdown of Culvert and Underbridge Interventions
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Graph to Show Route Section Breakdown of Culverts and Underbridge Interventions ‐ Figure 2.13 50 45 40 35 30 Deck Strengthening 25 New Deck 20 Culvert Lining Culvert Replacement 15 10 5 0 Route Section 1 Route Section 2 Route Section 3 Route Section 4
6.5 Lonlas Tunnel During a multi-discipline line-of-route review following summary of track interventions, Lonlas Tunnel was identified. It runs perpendicularly below to SWM2 at SWM2 212 miles 0071 yards. Lonlas Tunnel carries the Swansea District Line (SDI2) and is approximately 845m long. Where the tunnel perpendicularly crosses the SWM2, horizontal alignment changes and a speed increase of 25mph has been identified. It is unknown whether the changes on the SWM2 will affect Lonlas Tunnel and this should be considered at the next GRIP stage.
6.6 Conclusion All civils interventions identified are either considered low or medium complexity infrastructure changes. One high complexity infrastructure change was identified on Black Bridge River Ely (180 miles 0792 yards), this was because a horizontal track intervention was identified. After reviewing the latest Detailed Examination on Black Bridge River Ely, the horizontal clearances were reviewed. It was identified that there is insufficient room to make horizontal track changes and to accommodate this, a wider deck could be installed. Upon further desk study, it was understood that the current Network Rail land boundary is the existing width of the deck and therefore to construct a deck with increased width would require compulsory land purchase and easement. This would therefore be considered a high complexity infrastructure change and therefore horizontal track realignment cannot be considered over Black Bridge River Ely. Due to a speed increase of 25mph over Black Bridge River Ely, a civils intervention of deck strengthening has been identified. For more details see Appendix C1.
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6.7 Next Steps It is highly recommended that discussion is undertaken with the RAM to discuss their renewals work bank to review if any deck replacements or strengthening works are scheduled and if this negates any of the civils interventions made in this report.
It is also recommended that Detailed Examination of Parts Not Examined is undertaken for culverts where the entire culvert has not been viewed. Qualitative and quantitative assessments should be undertaken following this in order to refine civils interventions.
Where assessments have not been found for underbridges or are not valid, it is recommended that assessments are undertaken / there is discussion with the RAM team regarding scheduled assessments on the Civil Assessment Framework Agreement (CAFA). Where underbridges with increased line speeds have been identified, assessments should be undertaken with this increased line speed and civils interventions refined.
During the next GRIP stage, it is recommended that all asset types are evaluated as only approximately 50% of the assets (culverts and underbridges) within the geographical scope of the project have been reviewed.
Horizontal clearances over Black Bridge River Ely should be checked at the next GRIP stage.
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7. GEOTECHNICAL REVIEW
Geotechnical assets are split into 5-chain lengths for assessment (NR/L2/CIV/065) and management (NR/L3/CIV/086). Each asset undergoes cyclical examinations by an Earthworks Examiner and is assigned an Earthwork Hazard Category (EHC) and a Risk Category. The EHC is derived based on the input of geometric parameters and movement indicators into an algorithm and can be rated A (most stable) to E (least stable). N indicates ‘No Earthwork/Grade’ and therefore Earthwork Assessments are limited. The Risk Category is based on the potential risk to track and can be Low, Medium or High (If the Earthwork poses no risk to track this value is often considered ‘Not Applicable’). An earthwork can therefore have a poor condition score (D or E) and yet pose Low Risk to track if the risk from earthwork failure will not influence the track.
The Scheme Remit for this project was to consider all earthworks with an EHC of D or E and those areas that had a Risk Category of High. It has been considered prudent to also gather information on all earthworks within the overall remitted mileage that have an EHC of C as any alterations to the position of track could negatively affect the EHC resulting in a C changing to a D.
Further to the information gathered on Earthworks with an EHC of C, D or E and those with a Risk Category of High, information has been gathered on all earthworks that interact with the mileages proposed for track interventions. This includes earthwork assets with an EHC of A B or N. An earthwork is considered present and therefore inspected in accordance with NR/L2/CIV/065 if the earthwork height is greater than 3m, in practice earthworks that appear poor to the Earthwork Examiner, are often still inspected and assigned an EHC regardless of height. For earthworks that fall within the track intervention mileages but are recorded as N, available desk study information has been gathered.
Track interventions were broken down into Low, Medium and High dependant on the requirements of track movement. Simply, low interventions will require recanting and limited slues, medium will require movement within the existing Network Rail land boundary and High is likely to either impact structures or require significant movement and/or land purchase.
7.1 Assumptions
A high-level assessment has been undertaken for areas where no Earthwork Asset is recorded, this is not an exhaustive assessment as Earthworks are only recorded when over 3m in height.
Geotechnical hazards including flooding, mining risk, drainage have not been used to make an assessment of interventions at this early GRIP stage. This information is available in Appendix D1.
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No specific ground investigation has been undertaken, BGS recorded Bedrock and Superficial Deposits have been used to gather this information.
Offset to the Network Rail Boundary has been based on measurements taken from Geo-RINM.
Geometric parameters for Earthworks have been gathered from Earthworks Exam Reports.
Track interventions for the Proposed Speed Normal Interventions were used, as this was considered more onerous.
Situations where an intervention is required, it is assumed that any earthwork asset with a slope angle greater than 25° will require a geotechnical intervention due to the potential risk of slope instability.
It is assumed that where necessary slope regrade shall achieve a slope angle of 25°.
If a slope angle of 25° cannot fit within the existing Network Rail land boundary it has been assumed that a retaining structure will be required. The retained height has not been calculated.
Sections of track and earthworks founding on superficial deposits are considered to be at risk of settlement. Further assessments have not been undertaken.
Only the main Up and Down line has been assessed and are included in the intervention assessment. The Relief lines and Sidings were excluded from this assessment.
7.2 Assessment Approach
At this GRIP stage the extent of track slues are not available and therefore an overview of the interaction between track interventions and the earthworks across the remitted mileage has been undertaken. The presence of geotechnical hazards is likely to detrimentally affect the ability of the track to be moved without interventions to the earthworks such as retaining structures, regrade or ground stabilisation.
Geotechnical assets (recorded in the CIV/065 earthworks database) throughout low intervention mileages were assessed for their recorded EHC and risk scores. A threshold criteria was determined and all assets that were recorded beneath the threshold were considered to require refurbishment/repair/maintenance to achieve necessary stability to support increased line speed.
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The earthworks threshold criteria considers that; all assets with High Risk classification and all poor condition-scoring assets (scoring EHC D and E) to require some form of improvement to sustain increased line speed. This is based on the assumption that poor condition earthworks may suffer increased/accelerated degradation through an increased impact force, and assets of existing High risk classification may experience an increase in risk to an intolerable level due to faster line speed. More detailed analysis, including desk study and/or site investigation of individual earthwork inspection 5-chains to evaluate the condition of earthworks beyond headline scores (i.e. EHC and risk), was considered beyond the scope of this report but is anticipated to be performed in later GRIP stages. The movement of the track during a Medium or High intervention could result in a negative impact on the EHC, therefore assets with an EHC of C have also been considered.
Information was gathered from a range of sources to undertake a desk study of the remitted mileages. The likely interventions based on this information have then been suggested. All information gathered as part of the desk study has been compiled and is presented in Appendix D1. A number of other features may result in further interventions, an attempt has been made to capture this data however due to the early GRIP stage additional features may become apparent at a later stage.
It has been considered that a Low track intervention can be completed without impacting the condition of the earthwork for all EHC scores of A, B, C or N, no earthwork intervention would be required. For Low track interventions where the earthwork has an EHC of D and E it is considered that the potential line speed increase would result in increased degradation of the earthwork, therefore an earthwork renewal/refurbishment would be required.
For High and Medium track interventions there may be no degradation of the quality of earthwork assets with an EHC scores of A, B or N, assuming the track movement does not require new earthwork construction, therefore no earthwork intervention has been considered. For High and Medium track interventions where the earthwork has an EHC of C, D and E it is considered that the potential line speed increase would result in increased degradation of the earthwork, therefore an earthwork renewal would be required, or in the case of significant movement, construction of new earthworks.
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Figure 3.1 ‐ Graph to show the breakdown of EHC scores per route section (Upside) 175 150 125 E 100 D 75 C 50 B A 25 0 Section 1Section 2Section 3Section 4
UPSIDE EHC Total No. of Route 5Ch Length A B C D E N Section Assets 1 336 61 36 50 4 0 186 2 201 27 27 18 2 0 127 3 89 5 3 1 0 0 80 4 140 34 26 27 5 0 48 Total 127 92 96 11 0 441
Table 3.2 Breakdown of EHC scores per route section (Upside)
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Figure 3.3 ‐ Graph to show the breakdown of EHC scores per route section (Downside) 150
125 E 100 D 75 C 50 B
25 A
0 Section 1Section 2Section 3Section 4
DOWNSIDE EHC Total No. of Route 5Ch Length A B C D E N Section Assets 1 324 41 33 43 12 1 194 2 194 26 25 15 6 1 121 3 89 3 2 2 0 0 82 4 126 15 26 29 2 0 54 Total 85 86 89 20 2 451 Table 3.4 Breakdown of EHC scores per route section (Downside)
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Figure 3.5 ‐ Graph to show the breakdown of EHC scores per route section (Combined) 300 275 250 225 E 200 175 D 150 125 C 100 B 75 50 A 25 0 Section 1Section 2Section 3Section 4
COMBINED EHC Total No. of Route 5Ch Length A B C D E N Section Assets 1 660 102 69 93 16 1 380 2 395 53 52 33 8 1 248 3 178 8 5 3 0 0 162 4 266 49 52 56 7 0 102 Total 212 178 185 31 2 892 Table 3.6 Breakdown of EHC scores per route section (Combined)
Between the mileages identified in the remit there are 1466No. 5-chain assets on both Upside and Downside. Of these there are a total of 218No. 5-chain assets that have been identified as having an EHC of C, D, or E. Broken down into 107No. on the Upside, and 111No. on the Downside. Information has been recorded for all of these assets, as presented in Appendix D1.
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Figure 3.7 ‐ Graph to show number of 5ch assets interaction with track intervention per route section (Upside) 40
30 Low 20 Medium
10 High
0 Section 1Section 2Section 3Section 4
5ch Assets Interaction with Track UPSIDE Intervention Total No. of Meters of Route 5Ch Length Affected 5ch High Medium Low Section Assets Assets 1 29 2917 19 8 2 2 16 1609 5 7 4 3 2 201 0 2 0 4 27 2716 22 3 2 Total 7443 46 20 8 Table 3.8 Number of 5ch assets interaction with track intervention per route section (Upside)
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Figure 3.9 ‐ Graph to show number of 5ch assets interaction with track intervention per route section (Downside) 30
20 Low Medium 10 High
0 Section 1Section 2Section 3Section 4
5ch Assets Interaction with Track DOWNSIDE Intervention Total No. of Meters of Route 5Ch Length Affected 5ch High Medium Low Section Assets Assets 1 27 2716 13 7 7 2 0 0 0 0 0 3 9 905 7 1 1 4 28 2816 20 1 7 Total 6437 40 9 15 Table 3.10 Number of 5ch assets interaction with track intervention per route section (Downside)
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Figure 3.11 ‐ Graph to show number of 5ch assets interaction with track intervention per route section (Combined) 60 50 40 Low 30 Medium 20 High 10 0 Section 1Section 2Section 3Section 4
5ch Assets Interaction with Track COMBINED Intervention Total No. of Meters of Route 5Ch Length Affected 5ch High Medium Low Section Assets Assets 1 56 5633 32 15 9 2 16 1609 5 7 4 3 11 1106 7 3 1 4 55 5532 42 4 9 Total 13881 86 29 23 Table 3.12 Number of 5ch assets interaction with track intervention per route section (Combined)
In addition to those Earthworks with an EHC of C, D, or E an estimate of the total volume of 5-chain assets where track will undergo an intervention has been presented. In the event that an intervention is to be undertaken but no Earthworks Exam is available then a desk study has been undertaken to identify any constraints. This information is presented in Appendix D1. A total of 138No. 5-chain assets interact with areas of track intervention.
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7.2.1 Risk Category
10No. of 5-chain assets with a Risk Category of High are present in the remitted mileages, of these there are 4No. on the Upside and 6No. on the Downside.
0No. of 5-chain assets with a Risk Category of High lie within the areas of track interventions.
7.3 Geotechnical Interventions
In locations where a track intervention is required a geotechnical intervention may also be required to ensure the stability of the earthwork. An embankment can be regraded or a cutting battered back if the works can be completed within the existing Network Rail land boundary. If an intervention is required that will not remain within the Network Rail land boundary, land purchase or a retaining structure maybe considered necessary.
The potential to accommodate a regrade or batter back a cutting has been based on the approximate offset to the Network Rail land boundary from the current track position and the existing geometric parameters of the earthwork. The appropriate angle at which to regrade or batter a cutting back in order to maintain stability has not been assessed as part of this GRIP stage. For the purposes of a high-level assessment it has been assumed that a regrade or batter would be to 25°. The existing offset from the Network Rail boundary is compared against the offset if the angle of the earthwork were changed to 25°. If the current offset to the Network Rail land boundary is not sufficient then a retaining structure is proposed.
7.3.1 Regrade / Batter
There is a total of 49No. 5-chain earthworks assets that could be subject to a regrade or battering based on all High, Medium and Low track interventions.
A total of 13No. 5-chain earthwork assets broken down into 7No. on the Upside and 6No. on the Downside are subject to Low track interventions and are viable for a regrade or battering back of a cutting. Of these 4No. on the Upside and 5No. on the Downside are assets with and EHC of C, D or E.
A total of 36No. 5-chain earthwork assets broken down into 17No. on the Upside and 19No. on the Downside may require regrade/battering based on all High and Medium track interventions. Of these 13No. on the Upside and 4No. on the Downside are assets with and EHC of C, D or E.
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7.3.2 Retaining Structures
There is a total of 16No. 5-chain earthworks assets that could be subject to installation of a retaining structure based on all High, Medium and Low track interventions.
A total of 4No. 5-chain earthwork assets broken down into 0No. on the Upside and 4No. on the Downside are subject to Low track interventions and are viable for a regrade or battering back of a cutting. Of these 0No. on the Downside are assets with an EHC of C, D or E.
A total of 12No. 5-chain earthwork assets broken down into 9No. on the Upside and 3No. on the Downside may require retaining structures based on all High and Medium track interventions. Of these 2No. on the Upside and 0No. on the Downside are assets with and EHC of C, D or E.
7.3.3 Superficial Deposits
Superficial deposits are formed in recent geological history and can comprise a range of particle sizes. Certain superficial deposits, such as Alluvium and Tidal Flat Deposits form very soft layers comprising unconsolidated Clay, Silt and Sands. Such deposits are highly susceptible to settlement and consolidation in the event of alteration to the loading regime. Interventions may be required in the event of a track intervention.
There is a total of 6No. 5-chain Soil Embankment earthworks assets that are recorded as being underlain by superficial deposits at risk of settlement based on all High, Medium and Low track interventions and may require further assessment
A total of 0No. 5-chain earthwork assets on the Upside is subject to Low track interventions.
A total of 6No. 5-chain earthwork assets broken down into 4No. on the Upside and 2No. on the Downside may require ground stabilisation works based on all High and Medium track interventions. Of these 3No. on the Upside and 0No. on the Downside are assets with an EHC of C, D or E.
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7.4 Conclusions
7.4.1 EHC
28No. of 5-chain assets that have an EHC of C, D or E lie within the areas of track intervention.
9No. of 5-chain assets with an EHC of C, D or E lie within the areas of Low track interventions.
5No. of 5-chain assets with an EHC of D or E lie within the areas of Low track interventions.
19No. of 5-chain assets with an EHC of C, D or E lie within the areas of Medium or High track interventions.
7.4.2 Risk Category
0No. of 5-chain assets with a Risk Category of High lie within the areas of track interventions.
7.5 Next Steps
It is recommended that future works include an assessment of the 5-chain assets with an EHC of A, B and N.
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8. APPENDICES
Appendix A1 – Optimised Proposed Linespeeds
Appendix B1 – Proposed Linespeed 3rd Way RAG Sheets
Appendix B2 – Tabulated Track Interventions
Appendix B3 – Track Component Review
Appendix B4 – Balfour Beatty Rail Portal Gauging Review
Appendix C1 – Structures Asset Register
Appendix C2 – Tabulated Civils Interventions
Appendix D1 – Geotechnical Asset Data
Appendix E1 – Design Log
Appendix E2 – Risk Log
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Appendix A1:
Appendix Item Optimised Proposed Linespeeds
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MAX PROPOSED LINESPEED ‐ UP MAIN
MILES CHAINS LINESPEED 170 43 30 170 50 60 170 60 80 173 56 85 175 64 80 176 69 85 177 59 90 180 76 85 184 14 80 185 13 80 189 75 75 190 21 60 190 54 90 192 11 90 193 31 90 194 68 100 198 40 90 201 52 85 202 20 90 203 71 90 206 75 70 208 5 40 208 75 95 210 24 90 211 78 70 212 3 90 213 45 70 214 39 40 215 60 20 MAX PROPOSED LINESPEED ‐ DOWN MAIN
MILES CHAINS LINESPEED 170 36 15 170 50 30 170 60 75 173 24 80 175 32 85 185 10 85 188 58 90 190 59 90 192 11 75 193 31 85 194 7 90 194 70 100 198 40 90 201 49 70 202 10 80 202 75 90 206 75 90 208 5 40 208 75 75 211 15 65 212 15 90 213 45 70 214 39 40 215 60 20 216 7 END
Appendix B1:
Appendix Item Proposed Linespeed 3rd Way RAG Sheets
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RAG5 PS Limits PS Limits 3rd Way B005.0_ 1100.xls <-110 <-110 <73 <35 <35N <-110 <-110 <73 <35 <35 LSP - 1 Proposed -110><150 -110><110 73><100 35><55 35><55N>
Total Min Recant User Total Start End Length Radius E D D/E% RcE RcD LSP E D D/E% RcE RcD Realig Design ELR Element Hand Radu /Desig Design D/E% Miles Miles (y) (Av) (Max) (Max) (Max) (Max) (Max) 1 (Av) (Av) (Av) (Av) (Av) n Sites Limits - s n Sites Limits Excess Trans 1 SWM2 170.380 170.461 142.018 S1 26 15 15 1 SWM2 170.461 170.505 76.517 T1 26 4 3 15 15 1 1 1 1 1 SWM2 170.505 170.517 21.920 C1 RH 26 461 11 5 49% 15 15 10 5 47% 1 1 1 2 SWM2 170.517 170.573 98.646 T2 26 4 5 15 15 2 2 1 1 2 SWM2 170.573 170.579 10.936 C2 LH 106 18204 1 0 40% 30 15 1 0 40% 1 1 1 2 SWM2 170.579 170.635 98.431 S2 106 30 15 111 3 SWM2 170.635 170.666 54.093 T3 424 7 10 60 15 4 4 1 1 3 SWM2 170.666 170.679 21.813 C3 RH 424 3601 1 20 1678% 60 15 -2 17 1051% 1 1 1 4 SWM2 170.679 170.704 43.700 T4 424 7 33 60 15 6 23 1 1 5 SWM2 170.704 170.710 10.936 T5 424 12 48 60 30 12 48 1 1 1 4 SWM2 170.710 170.722 21.866 C4 LH 424 19678 4 10 249% 60 30 4 4 148% 1 1 1 6 SWM2 170.722 170.741 32.770 T6 424 7 11 60 30 5 6 111 3 SWM2 170.741 170.921 316.847 S3 424 60 30 11 7 SWM2 170.921 170.971 87.367 T7 753 38 15 80 75 23 9 1 1 5 SWM2 170.971 170.989 32.770 C5 LH 753 2343 59 27 45% 80 75 58 24 41% 1 1 8 SWM2 170.989 171.045 98.351 T8 753 43 24 80 75 23 8 1 1 4 SWM2 171.045 171.051 10.936 S4 753 80 75 111 9 SWM2 171.051 171.095 76.490 T9 753 40 32 80 75 32 14 1 1 6 SWM2 171.095 171.138 76.544 C6 RH 753 2087 64 49 91% 80 75 57 37 67% 1 1 10 SWM2 171.138 171.200 109.335 T10 753 37 28 80 75 18 12 1 1 7 SWM2 171.200 171.206 10.936 C7 RH 753 7829 5 20 395% 80 75 5 20 395% 1 1 1 5 SWM2 171.206 171.225 32.796 S5 753 80 75 111 11 SWM2 171.225 171.306 142.098 T11 753 47 44 80 75 27 20 1 1 8 SWM2 171.306 171.331 43.915 C8 RH 753 1017 120 90 85% 80 75 109 84 77% 1 1 12 SWM2 171.331 171.449 208.028 T12 753 49 29 80 75 24 13 1 1 6 SWM2 171.449 171.890 775.646 S6 753 80 75 11 13 SWM2 171.890 171.902 21.866 T13 753 6 12 80 75 4 7 9 SWM2 171.902 172.089 328.878 C9 RH 753 7699 31 10 48% 80 75 25 1 16% 14 SWM2 172.089 172.108 32.770 T14 753 6 8 80 75 4 5 7 SWM2 172.108 172.244 240.228 S7 753 80 75 15 SWM2 172.244 172.269 43.727 T15 753 12 13 80 75 5 7 10 SWM2 172.269 172.350 141.991 C10 LH 753 6728 29 10 38% 80 75 26 3 17% 16 SWM2 172.350 172.381 54.603 T16 753 3 5 80 75 1 3 8 SWM2 172.381 172.691 546.058 S8 753 80 75 17 SWM2 172.691 172.759 120.077 T17 753 28 19 80 75 16 12 11 SWM2 172.759 173.122 637.931 C11 LH 753 1300 92 77 101% 80 75 85 66 79% 18 SWM2 173.122 173.221 174.459 T18 753 30 39 80 75 19 16 1 1 9 SWM2 173.221 173.227 10.936 S9 753 80 75 11 19 SWM2 173.227 173.326 175.265 T19 753 30 34 80 75 20 18 1 1 12 SWM2 173.326 173.339 21.947 C12 RH 753 1095 97 83 85% 80 75 97 82 85% 1 1 20 SWM2 173.339 173.351 21.893 T20 753 3 10 80 75 3 8 1 1 13 SWM2 173.351 173.420 120.614 C13 RH 753 1118 99 81 83% 80 75 98 78 79% 1 1 21 SWM2 173.420 173.519 175.104 T21 753 31 36 80 75 20 17 1 1 10 SWM2 173.519 173.544 43.700 S10 753 80 75 11 22 SWM2 173.544 173.625 141.830 T22 753 39 31 80 75 30 18 1 1 14 SWM2 173.625 173.680 97.706 C14 LH 753 903 152 81 68% 80 75 140 78 56% 1 1 23 SWM2 173.680 173.779 174.244 T23 753 41 25 80 75 33 15 1 1 11 SWM2 173.779 174.106 574.418 S11 850 85 75 11 24 SWM2 174.106 174.192 152.760 T24 850 35 28 85 75 25 18 1 1 15 SWM2 174.192 174.217 43.619 C15 LH 850 1185 111 84 81% 85 75 105 82 78% 1 1 25 SWM2 174.217 174.230 21.839 T25 850 14 26 85 75 11 18 1 1 16 SWM2 174.230 174.267 65.480 C16 LH 850 1178 118 84 80% 85 75 115 73 64% 1 1 26 SWM2 174.267 174.298 54.523 T26 850 12 23 85 75 9 11 1 1 17 SWM2 174.298 174.341 76.437 C17 LH 850 1165 114 80 73% 85 75 113 77 68% 1 1 27 SWM2 174.341 174.440 174.754 T27 850 48 32 85 75 24 16 1 1 12 SWM2 174.440 174.496 98.136 S12 850 85 75 11 28 SWM2 174.496 174.552 98.297 T28 850 50 27 85 75 23 15 1 1 1 18 SWM2 174.552 174.571 32.662 C18 LH 850 2115 56 51 91% 85 75 56 49 88% 1 1 29 SWM2 174.571 174.633 109.066 T29 850 30 43 85 75 17 22 1 1 13 SWM2 174.633 174.782 262.223 S13 850 85 75 11 30 SWM2 174.782 174.900 208.055 T30 850 37 46 85 75 29 25 19 SWM2 174.900 175.047 258.732 C19 RH 850 719 152 180 124% 85 75 148 160 109% 31 SWM2 175.047 175.059 21.947 T31 850 18 38 85 75 18 29 1 1 20 SWM2 175.059 175.072 21.920 C20 RH 850 723 164 152 100% 85 75 158 148 94% 1 1 32 SWM2 175.072 175.090 32.877 T32 850 8 23 85 75 5 14 1 1 21 SWM2 175.090 175.228 241.651 C21 RH 850 700 163 177 120% 85 75 151 165 109% 1 1 33 SWM2 175.228 175.346 208.055 T33 850 59 62 85 75 28 34 1 1 14 SWM2 175.346 175.383 65.533 S14 850 85 75 11 34 SWM2 175.383 175.470 152.840 T34 850 38 26 85 75 27 13 1 1 22 SWM2 175.470 175.699 403.483 C22 LH 850 1237 109 87 91% 85 75 100 79 79% 1 1 35 SWM2 175.699 175.718 32.662 T35 850 4 8 85 75 3 4 1 1 23 SWM2 175.718 175.736 32.743 C23 LH 850 1204 107 82 82% 85 75 103 77 74% 1 1 36 SWM2 175.736 175.755 32.582 T36 850 17 18 85 75 11 12 1 1 24 SWM2 175.755 175.767 21.839 C24 LH 850 1196 114 66 61% 85 75 111 66 59% 1 1 37 SWM2 175.767 175.774 10.936 T37 850 7 26 85 75 7 26 1 1 25 SWM2 175.773 175.891 207.008 C25 LH 850 1199 111 71 72% 85 75 102 63 61% 1 1 38 SWM2 175.891 175.990 174.513 T38 753 40 29 80 75 22 15 1 1 15 SWM2 175.990 176.221 405.926 S15 753 80 75 11 39 SWM2 176.221 176.320 174.620 T39 753 30 35 80 75 22 18 1 1 26 SWM2 176.320 176.432 196.212 C26 LH 753 1051 102 104 108% 80 75 99 88 90% 1 1 40 SWM2 176.432 176.531 174.379 T40 753 31 41 80 75 21 24 1 1 1 41 SWM2 176.531 176.599 120.345 T41 753 43 25 80 75 31 14 1 1 27 SWM2 176.599 176.873 482.491 C27 RH 753 1331 105 56 65% 80 75 99 48 49% 1 1 42 SWM2 176.873 176.948 131.625 T42 850 24 46 85 75 15 26 1 1 28 SWM2 176.948 177.045 171.827 C28 RH 850 738 153 153 103% 85 75 150 144 96% 1 1 43 SWM2 177.046 177.133 153.324 T43 850 40 86 85 75 20 29 1 1 29 SWM2 177.133 177.170 65.614 C29 RH 850 1882 75 51 70% 85 75 73 44 60% 1 1 44 SWM2 177.170 177.257 153.458 T44 850 31 41 85 75 21 30 1 1 30 SWM2 177.257 177.313 98.619 C30 RH 850 746 155 154 101% 85 75 154 143 93% 1 1 45 SWM2 177.313 177.431 208.163 T45 850 43 54 85 75 28 29 1 1 16 SWM2 177.431 177.611 316.874 S16 850 85 75 11 46 SWM2 177.611 177.692 142.233 T46 850 34 43 85 75 25 18 31 SWM2 177.692 178.056 639.408 C31 RH 850 1198 116 139 133% 85 75 105 97 93% 47 SWM2 178.056 178.155 175.050 T47 953 27 36 90 75 23 23 1 1 17 SWM2 178.155 178.632 840.018 S17 953 90 75 11 48 SWM2 178.632 178.688 98.028 T48 953 29 26 90 75 25 14 32 SWM2 178.688 178.707 32.770 C32 LH 953 1869 70 71 103% 90 75 66 67 101% 49 SWM2 178.707 178.725 32.770 T49 953 7 8 90 75 5 5 33 SWM2 178.725 178.738 21.813 C33 LH 953 1711 74 73 99% 90 75 73 72 97% 50 SWM2 178.738 178.750 21.839 T50 953 17 12 90 75 13 11 34 SWM2 178.750 179.134 676.710 C34 LH 953 1656 100 96 143% 90 75 89 61 69% 51 SWM2 179.134 179.221 152.706 T51 953 37 56 90 75 25 22 18 SWM2 179.221 179.618 699.242 S18 953 90 75 52 SWM2 179.618 179.724 186.195 T52 953 84 43 90 75 25 24 1 1 35 SWM2 179.724 179.824 174.916 C35 RH 953 1125 117 124 117% 90 75 109 111 102% 1 1 53 SWM2 179.824 179.929 185.926 T53 953 39 43 90 75 26 29 1 1 19 SWM2 179.929 179.936 10.936 S19 953 90 75 11 54 SWM2 179.936 180.004 120.104 T54 953 38 57 90 75 30 38 1 1 36 SWM2 180.005 180.438 763.426 C36 LH 953 1189 102 130 146% 90 75 92 117 127% 1 1 55 SWM2 180.438 180.532 163.851 T55 953 50 88 90 75 28 38 1 1 56 SWM2 180.532 180.631 175.157 T56 953 53 52 90 75 33 34 1 1 1 37 SWM2 180.631 180.656 43.780 C37 RH 953 927 135 145 116% 90 75 129 138 107% 1 1 57 SWM2 180.656 180.780 218.690 T57 953 43 53 90 75 25 34 1 1 20 SWM2 180.780 180.786 10.936 S20 953 90 75 11 58 SWM2 180.786 180.873 152.867 T58 953 58 55 90 75 25 30 1 1 38 SWM2 180.873 181.024 264.881 C38 LH 953 1112 107 129 138% 90 75 102 104 103% 1 1 59 SWM2 181.024 181.117 163.663 T59 850 29 51 85 75 22 23 1 1 21 SWM2 181.117 181.123 10.936 S21 850 85 75 11 60 SWM2 181.123 181.179 98.431 T60 850 65 67 85 75 34 25 1 1 39 SWM2 181.179 181.403 393.976 C39 RH 850 1656 81 63 93% 85 75 75 59 79% 1 1 61 SWM2 181.403 181.490 153.216 T61 850 44 40 85 75 22 15 1 1 22 SWM2 181.490 182.332 1481.730 S22 850 85 75 11 62 SWM2 182.332 182.431 174.969 T62 850 33 27 85 75 27 14 1 1 40 SWM2 182.431 182.543 196.293 C40 LH 850 1107 125 89 76% 85 75 120 80 66% 1 1 63 SWM2 182.543 182.642 174.835 T63 850 40 36 85 75 29 23 1 1 23 SWM2 182.642 182.648 10.936 S23 850 85 75 11 64 SWM2 182.648 182.729 142.367 T64 850 45 35 85 75 31 20 1 1 1 41 SWM2 182.729 182.791 109.549 C41 RH 850 1098 122 91 77% 85 75 119 82 69% 1 1 65 SWM2 182.791 182.810 32.823 T65 850 2 8 85 75 1 5 1 1 42 SWM2 182.810 182.822 21.866 C42 RH 850 1125 120 84 71% 85 75 119 78 66% 1 1 66 SWM2 182.822 182.915 163.583 T66 850 52 38 85 75 34 19 1 1 67 SWM2 182.915 183.010 167.047 T67 850 43 35 85 75 35 23 1 1 43 SWM2 183.010 183.196 326.407 C43 LH 850 912 154 119 91% 85 75 140 102 73% 1 1 68 SWM2 183.196 183.301 185.336 T68 850 38 37 85 75 28 25 1 1 24 SWM2 183.301 183.307 10.936 S24 850 85 75 111 69 SWM2 183.307 183.363 98.404 T69 850 46 20 85 75 42 11 1 1 1 44 SWM2 183.363 183.419 98.566 C44 RH 850 1589 107 45 46% 85 75 102 37 36% 1 1 70 SWM2 183.419 183.500 142.152 T70 850 55 25 85 75 32 13 1 1 25 SWM2 183.500 183.643 251.158 S25 850 85 75 11 71 SWM2 183.643 183.748 185.550 T71 850 35 28 85 75 26 14 45 SWM2 183.748 183.785 65.426 C45 LH 850 1213 126 71 62% 85 75 119 63 53% 72 SWM2 183.785 183.829 76.356 T72 850 35 19 85 75 21 12 46 SWM2 183.829 183.878 87.313 C46 LH 850 1741 76 68 104% 85 75 72 56 79% 73 SWM2 183.878 183.915 65.480 T73 850 27 22 85 75 11 14 47 SWM2 183.915 183.990 130.819 C47 LH 850 1385 105 78 90% 85 75 95 65 69% 74 SWM2 183.990 184.032 74.906 T74 850 35 23 85 75 14 8 48 SWM2 184.032 184.082 87.340 C48 LH 850 2297 74 37 50% 85 75 68 28 41% 75 SWM2 184.082 184.144 109.173 T75 850 34 33 85 75 17 12 26 SWM2 184.144 184.386 426.041 S26 850 85 75 76 SWM2 184.386 184.467 142.447 T76 753 46 35 80 75 34 24 1 1 49 SWM2 184.467 184.479 21.920 C49 RH 753 796 138 114 86% 80 75 135 111 82% 1 1 77 SWM2 184.479 184.579 175.050 T77 753 47 57 80 75 27 26 1 1 27 SWM2 184.579 184.597 32.796 S27 753 80 75 11 78 SWM2 184.597 184.678 141.937 T78 753 33 26 80 75 23 11 1 1 50 SWM2 184.678 184.913 414.413 C50 LH 753 1418 103 65 92% 80 75 86 53 63% 1 1 79 SWM2 184.913 185.049 237.731 T79 753 30 25 80 75 17 11 28 SWM2 185.049 185.464 732.086 S28 753 80 75 80 SWM2 185.464 185.545 142.071 T80 753 34 18 80 80 21 8 51 SWM2 185.545 185.576 54.737 C51 RH 753 1628 84 43 54% 80 80 82 39 47% 81 SWM2 185.576 185.614 65.641 T81 753 11 19 80 80 6 8 52 SWM2 185.614 185.707 164.173 C52 RH 753 1536 90 58 74% 80 80 80 48 60% 1 82 SWM2 185.707 185.781 131.646 T82 753 33 28 80 80 19 13 29 SWM2 185.781 185.800 32.716 S29 753 80 80 83 SWM2 185.800 185.868 120.184 T83 753 23 15 80 80 18 7 53 SWM2 185.868 186.091 391.612 C53 LH 753 1840 80 36 47% 80 80 77 30 39% 84 SWM2 186.091 186.178 152.840 T84 753 31 21 80 80 17 5 1 1 30 SWM2 186.178 186.246 120.130 S30 753 80 80 11 85 SWM2 186.246 186.314 119.942 T85 753 35 15 80 80 24 6 1 1 54 SWM2 186.314 186.599 501.612 C54 LH 753 1779 114 31 35% 80 80 96 15 17% 1 1 86 SWM2 186.599 186.643 76.356 T86 753 42 38 80 80 13 18 1 1 55 SWM2 186.642 186.729 152.679 C55 LH 753 2337 83 23 34% 80 80 73 11 16% 1 1 87 SWM2 186.729 186.760 54.576 T87 753 27 34 80 80 16 23 1 1 56 SWM2 186.760 186.983 391.317 C56 LH 753 1877 96 38 44% 80 80 88 17 20% 1 1 88 SWM2 186.983 187.070 153.968 T88 753 49 18 80 80 25 9 1 1 31 SWM2 187.070 187.107 65.345 S31 753 80 80 11 89 SWM2 187.107 187.182 131.141 T89 753 25 15 80 80 16 10 1 1 57 SWM2 187.182 187.797 1083.624 C57 RH 753 1594 96 56 74% 80 80 85 39 46% 1 1 90 SWM2 187.797 187.884 153.216 T90 753 51 25 80 80 22 9 1 1 32 SWM2 187.884 189.021 2000.577 S32 753 80 80 11 91 SWM2 189.021 189.108 153.431 T91 753 43 21 80 80 24 13 1 1 58 SWM2 189.108 189.358 438.529 C58 RH 753 1540 120 50 57% 80 80 105 23 23% 1 1 92 SWM2 189.358 189.395 65.721 T92 753 27 32 80 80 14 17 1 1 59 SWM2 189.395 189.457 109.442 C59 RH 753 1771 102 23 26% 80 80 92 19 21% 1 1 93 SWM2 189.457 189.526 120.399 T93 753 44 15 80 80 22 6 1 1 1 33 SWM2 189.526 189.954 753.517 S33 753 80 80 11 94 SWM2 189.954 190.035 142.931 T94 662 35 39 75 75 26 23 1 1 60 SWM2 190.035 190.147 197.421 C60 RH 662 819 120 115 116% 75 75 108 100 94% 1 1 1 95 SWM2 190.147 190.209 109.549 T95 662 15 19 75 75 6 7 1 1 1 61 SWM2 190.209 190.228 32.904 C61 RH 662 892 94 78 83% 75 75 93 74 79% 1 1 1 1 96 SWM2 190.228 190.309 142.447 T96 662 10 15 75 75 3 7 1 1 1 62 SWM2 190.309 190.415 186.329 C62 RH 424 741 95 64 73% 60 60 90 59 65% 1 1 1 1 97 SWM2 190.415 190.427 21.920 T97 424 4 5 60 60 3 4 1 1 1 63 SWM2 190.427 190.446 32.877 C63 RH 424 723 94 64 71% 60 60 92 61 66% 1 1 1 1 98 SWM2 190.446 190.496 87.608 T98 424 8 21 60 60 4 9 1 1 1 64 SWM2 190.496 190.508 21.866 C64 RH 424 615 96 88 98% 60 60 93 86 93% 1 1 1 1 99 SWM2 190.508 190.583 131.302 T99 424 36 35 60 60 21 18 1 1 1 1 34 SWM2 190.583 190.794 371.605 S34 424 60 60 111 100 SWM2 190.794 190.887 163.636 T100 953 44 39 90 90 30 22 1 1 1 65 SWM2 190.887 191.005 207.303 C65 LH 953 1301 141 65 48% 90 90 134 54 41% 1 1 1 101 SWM2 191.005 191.017 21.839 T101 953 3 18 90 90 2 10 1 1 66 SWM2 191.017 191.048 54.576 C66 LH 953 1486 132 46 36% 90 90 128 39 30% 1 1 102 SWM2 191.048 191.147 174.647 T102 953 60 33 90 90 33 14 1 1 35 SWM2 191.147 191.272 218.502 S35 953 90 90 111 103 SWM2 191.272 191.327 98.270 T103 953 44 24 90 90 24 17 1 1 67 SWM2 191.327 191.352 43.700 C67 LH 953 2335 62 47 77% 90 90 61 45 73% 1 1 104 SWM2 191.352 191.414 109.093 T104 953 47 20 90 90 24 11 1 1 36 SWM2 191.414 191.557 251.346 S36 953 90 90 11 105 SWM2 191.557 191.644 152.867 T105 953 39 25 90 90 30 16 1 1 68 SWM2 191.644 191.786 250.970 C68 LH 953 1440 104 77 80% 90 90 99 73 74% 1 1 106 SWM2 191.786 191.886 174.647 T106 953 48 27 90 90 24 16 1 1 37 SWM2 191.886 192.042 274.872 S37 953 90 90 11 107 SWM2 192.042 192.147 185.336 T107 953 35 51 90 90 27 38 1 1 1 69 SWM2 192.147 192.159 21.839 C69 LH 953 881 125 159 127% 90 75 125 157 126% 1 1 108 SWM2 192.159 192.197 65.372 T108 953 6 31 90 75 3 19 1 1 70 SWM2 192.197 192.246 87.206 C70 LH 953 772 126 219 177% 90 75 125 196 156% 1 1 109 SWM2 192.246 192.265 32.716 T109 953 6 8 90 75 4 3 1111 71 SWM2 192.265 192.376 195.943 C71 LH 953 722 135 229 189% 90 75 127 217 171% 1111 110 SWM2 192.376 192.395 32.716 T110 953 22 25 90 75 1516 1111 72 SWM2 192.395 192.531 239.718 C72 LH 953 728 137 217 174% 90 75 131 209 160% 1111 111 SWM2 192.531 192.636 185.389 T111 953 53 71 90 75 3047 1111 38 SWM2 192.636 192.642 10.936 S38 953 90 75 11 112 SWM2 192.642 192.742 175.157 T112 953 59 80 90 75 34 47 1 1 73 SWM2 192.742 192.779 65.721 C73 RH 953 821 128 187 152% 90 75 122 180 147% 1 1 113 SWM2 192.779 192.885 185.873 T113 953 35 68 90 75 17 32 1 1 1 74 SWM2 192.885 192.965 142.045 C74 RH 953 2611 71 66 160% 90 75 51 45 94% 1 1 114 SWM2 192.965 193.021 98.404 T114 953 24 29 90 75 17 20 1 1 75 SWM2 193.016 193.050 59.745 C75 RH 953 1362 116 94 98% 90 75 106 77 73% 1 1 115 SWM2 193.050 193.131 142.421 T115 953 40 24 90 75 17 9 1 1 76 SWM2 193.131 193.193 109.657 C76 RH 953 1132 144 90 70% 90 75 137 82 60% 1 1 116 SWM2 193.193 193.231 65.668 T116 953 11 59 90 75 5 52 1 1 77 SWM2 193.231 193.249 32.823 C77 RH 953 753 152 183 123% 90 75 151 178 118% 1 1 117 SWM2 193.249 193.374 218.851 T117 953 55 58 90 75 30 38 1 1 39 SWM2 193.374 193.380 10.936 S39 953 90 75 11 118 SWM2 193.380 193.448 120.453 T118 953 51 44 90 75 34 23 1 1 78 SWM2 193.448 193.529 141.937 C78 LH 953 1348 107 90 91% 90 90 103 81 79% 1 1 119 SWM2 193.529 193.566 65.560 T119 953 28 49 90 90 11 21 1 1 79 SWM2 193.566 193.820 446.586 C79 LH 953 1579 112 75 81% 90 90 102 55 54% 1 1 120 SWM2 193.820 193.907 152.814 T120 953 51 45 90 90 22 18 1 1 40 SWM2 193.907 193.950 76.490 S40 953 90 90 11 121 SWM2 193.950 194.051 178.434 T121 953 41 17 90 90 34 6 1 1 1 80 SWM2 194.051 194.139 153.297 C80 RH 953 1631 112 52 48% 90 90 110 43 39% 1 1 122 SWM2 194.139 194.157 32.850 T122 953 7 18 90 90 4 8 1 1 81 SWM2 194.157 194.356 350.067 C81 RH 953 1631 125 53 53% 90 90 112 40 36% 1 1 123 SWM2 194.356 194.431 131.168 T123 953 65 21 90 90 41 10 1 1 41 SWM2 194.431 194.437 10.936 S41 953 90 90 111 124 SWM2 194.437 194.493 98.297 T124 953 59 48 90 90 18 37 1 1 1 82 SWM2 194.493 194.505 21.839 C82 LH 953 1874 78 56 72% 90 90 78 54 70% 1 1 1 125 SWM2 194.505 194.517 21.813 T125 953 2 11 90 90 2 6 1 1 83 SWM2 194.517 194.654 239.933 C83 LH 953 1977 80 56 72% 90 90 78 48 62% 1 1 126 SWM2 194.654 194.741 152.814 T126 953 37 25 90 90 21 12 1 1 42 SWM2 194.741 195.231 862.496 S42 953 90 90 11 127 SWM2 195.231 195.299 120.157 T127 1177 60 51 100 100 28 22 1 1 84 SWM2 195.299 195.324 43.727 C84 LH 1177 2522 70 56 82% 100 100 68 53 78% 1 1 128 SWM2 195.324 195.398 131.141 T128 1177 34 35 100 100 21 17 1 1 1 43 SWM2 195.398 195.646 436.649 S43 1177 100 100 11 129 SWM2 195.646 195.708 109.227 T129 1177 40 20 100 100 30 13 1 1 1 85 SWM2 195.708 196.152 780.963 C85 RH 1177 2990 83 53 111% 100 100 68 39 61% 1 1 130 SWM2 196.152 196.208 98.566 T130 1177 39 25 100 100 15 11 1 1 86 SWM2 196.208 196.357 262.357 C86 RH 1177 2216 116 66 91% 100 100 102 36 37% 1 1 131 SWM2 196.357 196.438 142.098 T131 1177 44 37 100 100 23 18 1 1 1 44 SWM2 196.438 197.206 1350.970 S44 1177 100 100 11 132 SWM2 197.206 197.336 229.325 T132 1177 35 37 100 100 27 16 1 1 87 SWM2 197.336 197.447 196.212 C87 LH 1177 1263 154 108 75% 100 100 147 96 65% 1 1 133 SWM2 197.447 197.571 218.368 T133 1177 55 43 100 100 37 23 1 1 1 45 SWM2 197.571 197.578 10.936 S45 1177 100 100 1 1 1 134 SWM2 197.578 197.658 142.152 T134 1177 43 18 100 100 36 8 1 1 1 88 SWM2 197.658 198.121 814.989 C88 RH 1177 1798 145 50 37% 100 100 138 33 24% 1 1 135 SWM2 198.121 198.134 21.920 T135 1177 4 18 100 100 3 16 89 SWM2 198.134 198.581 787.301 C89 RH 1177 1608 155 79 55% 100 100 142 40 28% 136 SWM2 198.581 198.643 109.388 T136 953 23 34 90 90 7 16 1 1 90 SWM2 198.643 198.668 43.888 C90 RH 953 1254 148 62 42% 90 90 147 51 35% 1 1 137 SWM2 198.668 198.762 164.335 T137 953 67 34 90 90 41 17 1 1 46 SWM2 198.762 200.635 3297.106 S46 953 90 90 11 138 SWM2 200.635 200.734 174.674 T138 953 46 26 90 90 19 8 1 1 91 SWM2 200.734 200.815 141.991 C91 LH 953 2188 76 48 70% 90 90 71 42 59% 1 1 139 SWM2 200.815 200.871 98.404 T139 953 48 34 90 90 28 17 1 1 47 SWM2 200.871 201.672 1410.348 S47 953 90 90 111 140 SWM2 201.672 201.821 262.115 T140 850 35 25 85 70 23 13 1 1 92 SWM2 201.821 201.883 109.227 C92 LH 850 1000 142 87 63% 85 70 141 81 57% 1 1 141 SWM2 201.883 201.975 162.508 T141 850 50 35 85 70 37 16 1 1 142 SWM2 201.975 202.043 119.352 T142 850 43 35 85 70 24 20 1 1 93 SWM2 202.043 202.074 54.630 C93 RH 850 1656 83 67 96% 85 70 77 57 75% 1 1 143 SWM2 202.074 202.130 98.243 T143 850 40 30 85 70 32 18 1 1 48 SWM2 202.130 202.484 623.429 S48 850 85 70 11 144 SWM2 202.484 202.552 119.942 T144 953 27 33 90 70 13 18 1 1 94 SWM2 202.552 202.583 54.684 C94 RH 953 3405 35 45 136% 90 70 33 40 119% 1 1 145 SWM2 202.583 202.633 87.421 T145 953 34 38 90 70 18 19 1 1 146 SWM2 202.633 202.701 120.211 T146 953 46 47 90 70 15 19 1 1 95 SWM2 202.701 202.776 131.088 C95 LH 953 3041 41 51 132% 90 70 39 43 109% 1 1 147 SWM2 202.776 202.838 109.254 T147 953 39 41 90 70 17 16 1 1 148 SWM2 202.838 202.875 65.560 T148 953 41 41 90 70 25 31 1 1 96 SWM2 202.875 202.888 21.839 C96 RH 953 3055 39 46 120% 90 70 38 43 115% 1 1 149 SWM2 202.888 202.937 87.233 T149 953 43 47 90 70 19 16 1 1 49 SWM2 202.937 203.053 203.302 S49 953 90 70 11 150 SWM2 203.053 203.208 272.696 T150 953 41 34 90 70 16 14 1 1 97 SWM2 203.208 203.393 327.240 C97 LH 953 1488 102 93 104% 90 70 94 74 79% 1 1 151 SWM2 203.393 203.456 109.361 T151 953 48 46 90 70 35 29 1 1 152 SWM2 203.456 203.543 153.163 T152 953 57 47 90 70 39 24 1 1 1 98 SWM2 203.543 203.686 251.722 C98 RH 953 1109 128 113 100% 90 70 123 101 83% 1 1 153 SWM2 203.686 203.816 229.862 T153 953 41 40 90 70 24 18 50 SWM2 203.816 205.395 2778.634 S50 953 90 70 154 SWM2 205.395 205.488 163.985 T154 953 48 44 90 90 31 19 1 1 1 99 SWM2 205.488 205.980 864.779 C99 RH 953 1265 125 126 112% 90 90 116 81 70% 1 1 155 SWM2 205.980 206.197 381.891 T155 953 46 50 90 90 14 12 1 1 156 SWM2 206.197 206.290 163.771 T156 953 59 69 90 90 33 24 1 1 100 SWM2 206.290 206.339 87.098 C100 LH 953 1222 119 99 87% 90 90 115 88 77% 1 1 157 SWM2 206.339 206.414 131.007 T157 953 48 44 90 90 38 24 1 1 51 SWM2 206.414 206.476 109.308 S51 953 90 90 11 158 SWM2 206.476 206.563 152.894 T158 953 29 24 90 90 15 7 1 1 101 SWM2 206.563 206.885 567.516 C101 LH 953 3312 63 85 27645% 90 90 31 47 1064% 1 1 159 SWM2 206.885 206.941 98.378 T159 953 40 31 90 90 21 14 1 1 1 160 SWM2 206.941 207.045 182.677 T160 577 32 30 70 70 22 18 1 1 102 SWM2 207.045 207.325 493.448 C102 RH 577 702 118 123 121% 70 70 108 106 98% 1 1 1 161 SWM2 207.325 207.406 142.206 T161 577 49 49 70 70 27 34 1 1 1 162 SWM2 207.406 207.474 119.916 T162 577 48 47 70 70 40 31 1 1 1 103 SWM2 207.474 207.524 87.152 C103 LH 577 577 160 115 80% 70 70 151 109 72% 1111 163 SWM2 207.523 207.635 196.373 T163 577 38 33 70 70 26 20 1 1 1 1 52 SWM2 207.635 207.703 120.238 S52 577 70 70 11 164 SWM2 207.703 207.759 98.378 T164 577 24 9 70 70 13 4 1 1 104 SWM2 207.759 207.828 120.211 C104 RH 577 2585 44 17 43% 70 70 42 15 36% 1 1 165 SWM2 207.828 207.890 109.361 T165 577 23 21 70 70 10 8 1 1 53 SWM2 207.890 208.068 314.134 S53 577 70 70 11 166 SWM2 208.068 208.118 87.206 T166 188 21 9 40 35 12 3 105 SWM2 208.118 208.142 43.592 C105 LH 188 707 59 15 27% 40 35 56 13 24% 167 SWM2 208.142 208.192 87.367 T167 188 29 7 40 35 13 3 168 SWM2 208.192 208.211 32.877 T168 188 28 9 40 35 23 6 106 SWM2 208.211 208.223 21.866 C106 RH 188 970 39 11 28% 40 35 39 11 28% 169 SWM2 208.223 208.254 54.442 T169 188 17 9 40 35 15 3 170 SWM2 208.254 208.291 65.426 T170 188 15 35 40 35 11 23 107 SWM2 208.291 208.304 21.786 C107 LH 188 391 44 84 191% 40 35 44 82 187% 1 171 SWM2 208.304 208.353 87.152 T171 188 8 24 40 35 4 17 1 108 SWM2 208.353 208.372 32.743 C108 LH 188 1053 48 4 10% 40 35 45 1 6% 172 SWM2 208.372 208.434 108.985 T172 188 18 11 40 35 10 5 109 SWM2 208.434 208.829 695.777 C109 LH 188 409 111 55 104% 40 35 98 22 26% 173 SWM2 208.829 208.922 163.368 T173 188 24 10 40 35 13 5 54 SWM2 208.922 209.216 518.478 S54 188 40 35 174 SWM2 209.216 209.359 251.239 T174 1062 56 64 95 75 29 33 110 SWM2 209.359 209.440 141.803 C110 LH 1062 825 157 190 125% 95 75 154 180 117% 175 SWM2 209.440 209.514 131.007 T175 1062 73 88 95 75 50 62 176 SWM2 209.514 209.601 152.438 T176 1062 61 74 95 75 43 51 111 SWM2 209.601 209.899 525.192 C111 RH 1062 885 146 187 139% 95 75 139 174 126% 177 SWM2 209.899 210.005 185.900 T177 1062 69 98 95 75 35 44 178 SWM2 210.006 210.074 120.104 T178 1062 58 111 95 75 50 71 112 SWM2 210.074 210.253 316.202 C112 LH 1062 910 135 199 157% 95 75 131 171 131% 179 SWM2 210.253 210.322 119.996 T179 1062 54 69 95 75 42 50 55 SWM2 210.322 210.694 655.467 S55 953 90 75 180 SWM2 210.694 210.781 152.975 T180 953 28 39 90 75 17 22 113 SWM2 210.781 210.837 98.378 C113 RH 953 1709 65 86 135% 90 75 64 81 127% 181 SWM2 210.837 210.974 240.604 T181 953 23 33 90 75 11 15 56 SWM2 210.974 211.147 305.004 S56 953 90 75 182 SWM2 211.147 211.246 175.453 T182 953 60 88 90 75 30 54 114 SWM2 211.247 211.583 591.632 C114 RH 953 783 120 241 210% 90 65 113 205 182% 183 SWM2 211.583 211.664 142.421 T183 953 54 104 90 65 40 72 1 1 184 SWM2 211.664 211.732 119.916 T184 953 61 111 90 65 49 79 1 1 115 SWM2 211.732 211.960 402.623 C115 LH 953 715 144 245 190% 90 65 134 195 145% 1 1 185 SWM2 211.960 212.097 240.980 T185 953 38 47 90 65 9 16 1 1 116 SWM2 212.097 212.444 610.887 C116 LH 953 1597 90 97 119% 90 90 81 70 86% 1 1 186 SWM2 212.444 212.525 141.776 T186 953 43 38 90 90 27 24 1 1 1 57 SWM2 212.525 212.792 469.869 S57 953 90 90 11 187 SWM2 212.792 212.848 98.270 T187 953 25 47 90 90 17 32 1 1 117 SWM2 212.848 212.885 65.345 C117 LH 953 1933 58 81 158% 90 90 53 75 142% 1 1 1 188 SWM2 212.885 212.935 87.367 T188 953 31 38 90 90 24 25 1111 58 SWM2 212.934 213.118 323.775 S58 953 90 90 11 189 SWM2 213.118 213.336 382.052 T189 953 49 43 90 90 17 17 1 1 118 SWM2 213.335 213.435 174.620 C118 LH 953 1224 104 114 119% 90 90 99 102 103% 1 1 1 190 SWM2 213.435 213.515 141.910 T190 953 48 55 90 90 29 25 1 1 1 191 SWM2 213.515 213.627 196.830 T191 953 48 32 90 90 28 18 1 1 1 119 SWM2 213.627 213.758 230.238 C119 RH 577 612 156 106 72% 70 70 151 94 62% 1 1 192 SWM2 213.758 213.882 219.012 T192 577 36 25 70 70 23 15 1 1 59 SWM2 213.882 214.498 1082.926 S59 577 70 70 11 193 SWM2 214.498 214.603 185.712 T193 188 18 27 40 40 9 11 120 SWM2 214.603 214.783 316.659 C120 LH 188 452 66 78 193% 40 40 55 56 107% 1 RAG2 PS Limits PS Limits 3rd Way B005.0_2100 proposed.xls <-110 <-110 <73 <35 <35 N <-110 <-110 <73 <35 <35 LSP - 1 Proposed -110><150 -110><110 73><100 35><55 35><55 N>
Total Recant User Total Start End Length Min Radius Radius E D D/E% RcD LSP existin E D D/E% RcE RcD Realig Design ELR Element Hand RcE (Max) /Desig Design D/E% Miles Miles (y) (M) (Av) (Max) (Max) (Max) (Max) 1 g (Av) (Av) (Av) (Av) (Av) n Sites Limits - n Sites Limits Excess Trans 1 SWM2 170.381 170.449 119.969 S1 74 25 25 1 SWM2 170.449 170.505 98.082 T1 74 6 4 25 25 3 2 1 SWM2 170.505 170.518 21.839 C1 RH 26 525 36 -24 65% 15 30 36 -22 63% 2 SWM2 170.518 170.586 120.211 T2 26 9 8 15 30 5 4 2 SWM2 170.586 170.636 87.984 S2 26 15 30 3 SWM2 170.636 170.668 55.785 T3 106 4 6 30 30 2 3 2 SWM2 170.668 170.686 32.582 C2 RH 106 1362 -3 17 434% 30 30 -5 16 364% 1 4 SWM2 170.686 170.705 32.850 T4 106 2 6 30 30 2 3 3 SWM2 170.705 170.904 349.798 S3 106 30 30 5 SWM2 170.904 170.959 98.270 T5 662 37 18 75 75 18 8 1 1 3 SWM2 170.960 171.010 89.112 C3 LH 662 2281 64 21 41% 75 75 56 16 28% 1 1 6 SWM2 171.010 171.047 65.399 T6 662 35 17 75 75 25 8 1 1 4 SWM2 171.047 171.054 10.936 S4 662 75 75 1 1 7 SWM2 171.054 171.097 76.383 T7 662 29 16 75 75 24 10 1 1 4 SWM2 171.097 171.168 124.857 C4 RH 662 2163 54 34 68% 75 75 52 28 53% 1 1 8 SWM2 171.168 171.215 81.512 T8 662 43 15 75 75 26 8 1 1 5 SWM2 171.215 171.248 58.175 S5 662 75 75 1 1 9 SWM2 171.249 171.317 120.345 T9 662 48 35 75 75 29 16 1 1 1 5 SWM2 171.317 171.360 76.410 C5 RH 662 1020 97 80 86% 75 75 94 75 81% 1 1 1 10 SWM2 171.360 171.472 196.158 T10 662 48 26 75 75 21 11 1 1 6 SWM2 171.472 171.851 667.230 S6 662 75 75 1 1 11 SWM2 171.851 171.913 109.415 T11 662 22 14 75 75 9 8 6 SWM2 171.913 172.084 301.459 C6 RH 662 7584 17 12 103% 75 75 14 9 67% 12 SWM2 172.084 172.134 87.313 T12 662 21 12 75 75 6 6 1 7 SWM2 172.134 172.220 152.196 S7 662 75 75 13 SWM2 172.220 172.270 87.528 T13 662 24 15 75 75 10 8 7 SWM2 172.270 172.363 163.744 C7 LH 662 5002 24 17 93% 75 75 21 13 64% 14 SWM2 172.363 172.418 97.464 T14 662 17 6 75 75 6 3 8 SWM2 172.418 172.693 482.626 S8 662 75 75 15 SWM2 172.693 172.763 123.622 T15 662 35 16 75 75 26 10 8 SWM2 172.763 173.124 635.460 C8 LH 662 1287 104 55 61% 75 75 92 42 46% 16 SWM2 173.124 173.224 176.983 T16 662 31 17 75 75 18 10 1 1 17 SWM2 173.224 173.330 185.416 T17 662 32 24 75 75 22 13 1 1 9 SWM2 173.330 173.441 196.373 C9 RH 753 1071 106 84 86% 80 75 101 74 73% 1 1 18 SWM2 173.441 173.540 174.459 T18 753 43 25 80 75 24 17 1 1 19 SWM2 173.540 173.627 152.975 T19 753 49 28 80 75 29 19 1 1 10 SWM2 173.627 173.697 122.950 C10 LH 753 997 121 82 71% 80 75 118 78 67% 1 1 20 SWM2 173.697 173.797 176.446 T20 753 47 32 80 75 26 18 1 1 9 SWM2 173.797 174.083 503.492 S9 753 80 75 1 1 21 SWM2 174.083 174.177 165.113 T21 753 29 27 80 75 20 12 1 1 11 SWM2 174.177 174.346 297.081 C11 LH 753 1215 134 56 52% 80 75 114 49 43% 1 1 22 SWM2 174.346 174.441 166.671 T22 753 39 27 80 75 28 13 1 1 10 SWM2 174.440 174.487 81.727 S10 753 80 75 1 1 23 SWM2 174.486 174.547 107.320 T23 753 43 10 80 75 27 6 1 1 12 SWM2 174.547 174.591 76.383 C12 LH 753 2016 85 21 26% 80 75 81 16 20% 1 1 24 SWM2 174.590 174.628 65.668 T24 753 40 15 80 75 34 8 1 1 11 SWM2 174.628 174.756 224.813 S11 753 80 75 1 1 25 SWM2 174.756 174.898 250.917 T25 753 47 39 80 75 23 19 1 1 13 SWM2 174.898 175.228 580.326 C13 RH 753 732 148 149 119% 80 75 135 133 99% 1 1 1 1 1 26 SWM2 175.228 175.352 218.878 T26 753 53 38 80 75 28 19 1 1 1 27 SWM2 175.352 175.471 207.975 T27 753 40 28 80 75 19 14 1 1 14 SWM2 175.471 175.900 756.095 C14 LH 850 1212 128 92 99% 85 75 101 80 80% 1 1 28 SWM2 175.900 176.025 218.744 T28 850 43 29 85 75 25 14 1 1 12 SWM2 176.025 176.185 283.304 S12 850 85 75 1 1 29 SWM2 176.185 176.322 239.906 T29 850 49 27 85 75 22 15 1 1 15 SWM2 176.322 176.428 186.705 C15 LH 850 1048 136 103 92% 85 75 124 87 71% 1 1 30 SWM2 176.428 176.534 186.705 T30 850 49 39 85 75 27 22 1 1 31 SWM2 176.534 176.602 120.399 T31 850 45 33 85 75 34 15 1 1 16 SWM2 176.602 176.866 463.827 C16 RH 850 1350 99 94 124% 85 75 91 73 81% 1 1 32 SWM2 176.866 176.940 130.873 T32 850 39 45 85 75 22 22 1 1 1 17 SWM2 176.940 177.045 184.745 C17 RH 850 732 153 162 113% 85 75 149 153 103% 1 1 1 33 SWM2 177.045 177.132 152.384 T33 850 36 34 85 75 22 23 1 1 1 1 18 SWM2 177.132 177.182 89.005 C18 RH 850 1687 72 69 105% 85 75 70 61 88% 1 1 1 34 SWM2 177.183 177.252 122.010 T34 850 46 34 85 75 28 22 1 1 19 SWM2 177.252 177.320 119.728 C19 RH 850 740 157 151 101% 85 75 153 146 95% 1 1 1 35 SWM2 177.320 177.430 194.466 T35 850 52 42 85 75 33 28 1 1 1 13 SWM2 177.430 177.590 281.693 S13 850 85 75 1 1 36 SWM2 177.590 177.697 188.504 T36 850 45 67 85 75 25 14 1 1 20 SWM2 177.697 178.047 614.835 C20 RH 850 1180 105 102 107% 85 75 98 90 92% 1 1 37 SWM2 178.047 178.152 185.685 T37 850 30 30 85 75 23 17 1 14 SWM2 178.152 178.607 800.057 S14 850 85 75 38 SWM2 178.607 178.726 209.881 T38 850 34 31 85 75 20 15 21 SWM2 178.726 179.116 685.492 C21 LH 850 1657 103 51 60% 85 75 94 40 43% 39 SWM2 179.115 179.230 201.637 T39 850 39 19 85 75 22 8 1 1 15 SWM2 179.230 179.603 656.139 S15 850 85 75 1 1 40 SWM2 179.603 179.721 207.760 T40 850 52 31 85 75 25 16 1 1 22 SWM2 179.721 179.814 163.744 C22 RH 850 1077 111 104 100% 85 75 106 99 93% 1 1 41 SWM2 179.814 179.932 207.088 T41 850 35 33 85 75 23 17 1 1 1 16 SWM2 179.932 179.938 10.936 S16 850 85 75 1 1 1 42 SWM2 179.938 180.006 119.969 T42 850 40 31 85 75 31 23 1 1 23 SWM2 180.004 180.425 741.915 C23 LH 850 1207 126 85 83% 85 75 106 77 73% 1 1 43 SWM2 180.425 180.530 185.443 T43 850 42 30 85 75 25 18 1 1 1 44 SWM2 180.530 180.611 141.830 T44 850 40 35 85 75 32 26 1 1 24 SWM2 180.611 180.686 131.383 C24 RH 850 984 134 108 85% 85 75 129 96 75% 1 1 45 SWM2 180.686 180.779 164.093 T45 850 43 28 85 75 33 19 1 1 1 17 SWM2 180.779 180.785 10.936 S17 850 85 75 1 1 46 SWM2 180.785 180.872 153.028 T46 850 39 28 85 75 29 20 1 1 25 SWM2 180.872 181.011 243.800 C25 LH 850 1110 116 89 80% 85 75 114 85 75% 1 1 47 SWM2 181.011 181.116 185.631 T47 850 39 27 85 75 28 17 1 1 1 48 SWM2 181.116 181.178 108.180 T48 850 38 33 85 75 27 21 1 1 26 SWM2 181.177 181.399 390.377 C26 RH 850 1648 83 59 77% 85 75 79 55 69% 1 1 49 SWM2 181.399 181.486 153.028 T49 850 32 17 85 75 21 12 18 SWM2 181.486 182.311 1451.302 S18 850 85 75 50 SWM2 182.311 182.429 208.163 T50 850 29 21 85 75 23 15 1 1 27 SWM2 182.429 182.535 186.947 C27 LH 850 1113 117 87 77% 85 75 115 84 73% 1 1 51 SWM2 182.535 182.642 187.296 T51 850 48 29 85 75 26 19 1 1 1 52 SWM2 182.642 182.723 142.931 T52 850 39 31 85 75 31 22 1 1 1 28 SWM2 182.723 182.822 174.889 C28 RH 850 1144 107 94 90% 85 75 106 88 83% 1 1 53 SWM2 182.822 182.915 163.690 T53 850 46 39 85 75 27 22 1 1 54 SWM2 182.915 182.996 142.071 T54 850 49 30 85 75 40 19 1 1 1 29 SWM2 182.996 183.002 10.936 C29 LH 850 1019 141 76 54% 85 75 141 76 54% 1 1 55 SWM2 183.004 183.011 10.936 T55 850 5 19 85 75 5 19 1 1 30 SWM2 183.011 183.196 326.676 C30 LH 850 919 151 113 84% 85 75 143 98 69% 1 1 56 SWM2 183.196 183.308 195.943 T56 850 60 41 85 75 31 22 1 1 57 SWM2 183.308 183.345 65.480 T57 850 63 18 85 75 50 8 1 1 1 31 SWM2 183.345 183.456 196.400 C31 RH 850 1736 102 53 64% 85 75 91 37 41% 1 1 1 58 SWM2 183.457 183.520 110.355 T58 850 45 24 85 75 34 11 1 1 1 19 SWM2 183.520 183.632 196.400 S19 850 85 75 1 1 59 SWM2 183.631 183.743 197.984 T59 850 38 24 85 75 22 11 1 1 32 SWM2 183.743 183.772 52.508 C32 LH 850 1235 133 59 48% 85 75 125 54 44% 1 1 60 SWM2 183.772 183.834 109.254 T60 850 41 21 85 75 22 6 1 1 33 SWM2 183.834 183.878 76.410 C33 LH 850 1794 71 61 97% 85 75 66 58 88% 1 1 1 61 SWM2 183.878 183.921 76.383 T61 850 16 13 85 75 12 7 1 1 34 SWM2 183.922 183.996 130.900 C34 LH 850 1387 88 76 86% 85 75 87 73 84% 1 1 1 62 SWM2 183.996 184.171 307.689 T62 850 28 25 85 75 12 10 1 1 20 SWM2 184.171 184.332 284.647 S20 850 85 75 1 1 63 SWM2 184.332 184.462 229.056 T63 850 51 56 85 75 27 27 1 1 35 SWM2 184.462 184.506 76.168 C35 RH 850 747 146 162 113% 85 75 142 154 108% 1 1 1 64 SWM2 184.506 184.586 141.830 T64 850 50 57 85 75 36 42 1 1 1 1 65 SWM2 184.586 184.686 175.130 T65 850 39 20 85 75 22 10 1 1 36 SWM2 184.686 184.915 404.046 C36 LH 850 1415 96 81 90% 85 75 93 64 70% 1 1 66 SWM2 184.915 185.050 237.731 T66 850 28 25 85 75 14 13 21 SWM2 185.051 185.416 643.946 S21 850 85 75 67 SWM2 185.416 185.552 239.127 T67 850 44 23 85 85 21 8 1 1 37 SWM2 185.552 185.721 296.893 C37 RH 850 1748 114 48 62% 85 85 89 40 46% 1 1 68 SWM2 185.721 185.796 131.598 T68 850 46 17 85 85 27 9 1 1 22 SWM2 185.796 185.802 10.936 S22 850 85 85 1 1 69 SWM2 185.802 185.870 120.211 T69 850 45 24 85 85 28 12 1 1 38 SWM2 185.870 186.086 379.554 C38 LH 850 1785 101 44 49% 85 85 94 30 33% 1 1 70 SWM2 186.086 186.179 164.711 T70 850 44 21 85 85 25 7 1 1 23 SWM2 186.180 186.217 66.446 S23 850 85 85 1 1 71 SWM2 186.217 186.323 186.463 T71 850 41 19 85 85 22 6 1 1 39 SWM2 186.323 186.997 1185.406 C39 LH 850 1909 109 40 43% 85 85 91 27 29% 1 1 72 SWM2 186.997 187.092 167.906 T72 850 37 12 85 85 22 6 1 1 73 SWM2 187.092 187.185 164.200 T73 850 42 18 85 85 25 7 1 1 40 SWM2 187.185 187.799 1079.086 C40 RH 850 1603 127 50 46% 85 85 117 22 19% 1 1 74 SWM2 187.799 187.885 152.733 T74 850 45 14 85 85 31 6 1 1 24 SWM2 187.885 189.009 1977.750 S24 850 85 85 1 1 75 SWM2 189.009 189.022 21.839 T75 953 7 23 90 85 4 22 1 1 41 SWM2 189.022 189.364 601.971 C41 RH 953 2288 98 77 3257% 90 85 79 64 157% 1 1 76 SWM2 189.363 189.525 283.680 T76 953 33 25 90 85 15 10 25 SWM2 189.525 189.922 699.161 S25 953 90 85 77 SWM2 189.922 190.028 186.007 T77 953 42 74 90 85 26 45 1 1 42 SWM2 190.028 190.145 207.411 C42 RH 953 819 109 200 195% 90 60 106 197 186% 1 1 1 78 SWM2 190.145 190.194 86.346 T78 953 34 36 90 60 14 15 1 1 1 1 43 SWM2 190.194 190.231 64.781 C43 RH 953 977 104 176 203% 90 60 95 159 168% 1 1 1 79 SWM2 190.231 190.286 97.599 T79 953 12 40 90 60 5 30 1 1 1 44 SWM2 190.286 190.473 328.824 C44 RH 953 728 107 260 288% 90 60 100 241 243% 1 1 1 80 SWM2 190.473 190.579 186.275 T80 953 54 122 90 60 26 66 1 1 1 26 SWM2 190.579 190.749 298.155 S26 953 90 60 1 1 1 81 SWM2 190.749 190.879 229.432 T81 953 51 13 90 90 30 7 1 1 45 SWM2 190.879 191.039 281.935 C45 LH 953 1341 165 34 21% 90 90 157 28 18% 1 1 82 SWM2 191.039 191.139 174.889 T82 953 44 17 90 90 30 7 1 1 27 SWM2 191.139 191.258 210.043 S27 953 90 90 1 1 83 SWM2 191.258 191.320 109.469 T83 953 43 33 90 90 23 17 1 1 46 SWM2 191.320 191.376 98.055 C46 LH 953 2332 64 55 96% 90 90 60 47 78% 1 1 84 SWM2 191.376 191.419 76.678 T84 953 33 27 90 90 28 18 1 1 28 SWM2 191.420 191.556 240.846 S28 953 90 90 1 1 85 SWM2 191.556 191.643 152.787 T85 953 35 22 90 90 28 14 1 1 47 SWM2 191.643 191.791 260.316 C47 LH 953 1456 112 61 56% 90 90 111 59 53% 1 1 86 SWM2 191.791 191.884 163.985 T86 953 40 24 90 90 28 14 1 1 29 SWM2 191.884 192.008 218.207 S29 953 90 90 1 1 87 SWM2 192.008 192.255 434.662 T87 953 43 33 90 90 16 10 1 1 48 SWM2 192.255 192.535 491.864 C48 LH 662 720 159 94 63% 75 75 156 84 54% 1 1 88 SWM2 192.535 192.649 201.879 T88 662 42 27 75 75 29 17 1 1 89 SWM2 192.650 192.751 177.171 T89 662 41 21 75 75 34 13 1 1 1 49 SWM2 192.752 192.820 120.184 C49 RH 662 790 145 79 55% 75 75 142 76 53% 1 1 90 SWM2 192.820 192.907 153.028 T90 662 36 17 75 75 24 8 1 1 50 SWM2 192.907 192.987 141.588 C50 RH 662 2404 44 34 85% 75 75 42 30 71% 1 1 1 91 SWM2 192.987 193.218 405.819 T91 662 23 16 75 75 9 5 1 1 51 SWM2 193.218 193.255 65.963 C51 RH 662 801 150 79 55% 75 75 145 70 48% 1 1 92 SWM2 193.255 193.373 207.303 T92 662 30 19 75 75 25 12 1 1 93 SWM2 193.373 193.449 132.753 T93 662 39 28 75 75 27 17 1 1 52 SWM2 193.449 193.815 643.758 C52 LH 850 1490 121 75 101% 85 85 86 60 71% 1 1 94 SWM2 193.815 193.926 196.830 T94 850 41 28 85 85 19 15 1 1 1 95 SWM2 193.926 194.075 262.438 T95 850 34 18 85 85 18 9 1 1 53 SWM2 194.075 194.330 448.922 C53 RH 850 1608 90 75 86% 85 85 87 62 71% 1 1 96 SWM2 194.330 194.429 173.895 T96 953 56 30 90 90 22 15 1 1 97 SWM2 194.429 194.485 97.948 T97 953 47 33 90 90 40 20 1 1 1 54 SWM2 194.485 194.653 295.712 C54 LH 953 1958 95 54 62% 90 90 90 37 41% 1 1 98 SWM2 194.653 194.754 178.031 T98 953 39 31 90 90 22 11 1 1 30 SWM2 194.754 195.213 806.986 S30 953 90 90 1 1 99 SWM2 195.212 195.279 116.666 T99 1177 41 41 100 100 27 19 1 1 55 SWM2 195.279 195.341 109.227 C55 LH 1177 2449 78 59 77% 100 100 76 49 65% 1 1 1 100 SWM2 195.341 195.391 88.495 T100 1177 54 36 100 100 39 10 1 1 1 31 SWM2 195.391 195.608 381.756 S31 1177 100 100 1 1 1 101 SWM2 195.608 195.707 174.110 T101 1177 40 23 100 100 20 15 1 1 56 SWM2 195.707 196.150 779.217 C56 RH 1177 2975 78 63 123% 100 100 62 44 74% 1 1 1 102 SWM2 196.150 196.205 98.028 T102 1177 36 27 100 100 22 11 1 1 57 SWM2 196.205 196.341 239.906 C57 RH 1177 2105 85 77 102% 100 100 80 66 83% 1 1 103 SWM2 196.341 196.435 163.985 T103 1177 41 38 100 100 24 15 1 1 1 32 SWM2 196.435 197.152 1262.267 S32 1177 100 100 1 1 1 104 SWM2 197.152 197.333 318.028 T104 1177 41 35 100 100 21 16 1 1 58 SWM2 197.333 197.444 196.803 C58 LH 1177 1339 141 96 72% 100 100 138 91 66% 1 1 105 SWM2 197.444 197.568 218.260 T105 1177 44 69 100 100 31 22 1 1 33 SWM2 197.569 197.575 10.936 S33 1177 100 100 1 1 1 106 SWM2 197.575 197.656 142.528 T106 1177 51 45 100 100 34 20 1 1 1 59 SWM2 197.656 198.116 809.457 C59 RH 1177 1770 115 83 90% 100 100 98 76 78% 1 1 1 107 SWM2 198.116 198.128 21.866 T107 1177 12 16 100 100 7 9 60 SWM2 198.128 198.556 753.436 C60 RH 1177 1614 126 90 75% 100 100 122 61 50% 108 SWM2 198.556 198.637 141.830 T108 953 32 24 90 90 10 12 1 1 61 SWM2 198.637 198.674 65.050 C61 RH 953 1256 154 49 33% 90 90 152 46 30% 1 1 109 SWM2 198.674 198.754 140.890 T109 953 57 22 90 90 46 10 1 1 34 SWM2 198.754 200.596 3242.428 S34 953 90 90 1 1 1 110 SWM2 200.596 200.724 224.759 T110 953 45 18 90 90 17 10 62 SWM2 200.723 200.746 40.907 C62 LH 953 2119 98 29 35% 90 90 90 27 30% 1 1 111 SWM2 200.746 200.919 305.138 T111 953 34 34 90 90 16 12 1 1 35 SWM2 200.919 201.708 1388.998 S35 953 90 90 1 1 112 SWM2 201.709 201.827 207.840 T112 577 36 8 70 70 24 3 1 1 63 SWM2 201.827 201.870 76.813 C63 LH 577 912 166 12 8% 70 70 160 5 4% 1 1 113 SWM2 201.870 201.982 196.749 T113 577 36 12 70 70 27 4 1 1 114 SWM2 201.982 202.041 103.561 T114 577 32 13 70 70 22 3 1 1 64 SWM2 202.041 202.090 87.125 C64 RH 577 1918 74 15 23% 70 70 69 9 13% 1 1 115 SWM2 202.090 202.134 76.651 T115 577 40 6 70 70 29 3 1 1 36 SWM2 202.133 202.493 632.855 S36 753 80 80 1 1 116 SWM2 202.493 202.561 120.050 T116 753 36 15 80 80 17 8 1 1 65 SWM2 202.561 202.598 65.211 C65 LH 753 3580 45 15 35% 80 80 44 11 26% 1 1 117 SWM2 202.598 202.629 54.496 T117 753 28 12 80 80 24 6 1 1 118 SWM2 202.630 202.705 132.994 T118 753 25 13 80 80 13 8 1 1 66 SWM2 202.705 202.756 89.274 C66 RH 753 3014 42 26 66% 80 80 41 24 60% 1 1 119 SWM2 202.756 202.824 119.969 T119 753 26 16 80 80 13 8 1 1 120 SWM2 202.824 202.867 76.141 T120 753 30 15 80 80 17 11 1 1 67 SWM2 202.867 202.892 43.727 C67 LH 753 3473 37 23 64% 80 80 36 20 57% 1 1 121 SWM2 202.892 202.929 65.641 T121 753 26 33 80 80 14 17 1 1 37 SWM2 202.929 203.049 211.224 S37 753 80 80 1 1 122 SWM2 203.049 203.162 197.555 T122 953 46 20 90 90 27 9 1 1 68 SWM2 203.162 203.368 363.065 C68 LH 953 1500 130 48 37% 90 90 127 38 30% 1 1 123 SWM2 203.368 203.455 153.431 T123 953 47 21 90 90 37 11 1 1 124 SWM2 203.455 203.549 164.388 T124 953 58 25 90 90 43 13 1 1 1 69 SWM2 203.549 203.691 250.836 C69 RH 953 1113 162 75 49% 90 90 157 66 42% 1 1 1 125 SWM2 203.691 203.803 196.561 T125 953 51 31 90 90 30 12 1 1 38 SWM2 203.803 205.382 2779.816 S38 953 90 90 1 1 1 126 SWM2 205.382 205.497 202.899 T126 953 58 39 90 90 26 19 1 1 70 SWM2 205.497 205.919 742.828 C70 RH 953 1249 116 101 92% 90 90 112 86 77% 1 1 127 SWM2 205.919 205.994 130.900 T127 953 19 25 90 90 10 13 1 1 1 71 SWM2 205.994 206.171 311.476 C71 RH 953 2480 97 61 355% 90 90 76 46 72% 1 1 1 128 SWM2 206.177 206.287 194.896 T128 953 52 35 90 90 28 17 1 1 1 72 SWM2 206.287 206.312 43.539 C72 LH 953 1263 136 70 54% 90 90 131 66 50% 1 1 129 SWM2 206.312 206.424 196.991 T129 953 58 25 90 90 33 12 1 1 39 SWM2 206.424 206.480 98.297 S39 953 90 90 1 1 130 SWM2 206.480 206.542 109.469 T130 953 53 39 90 90 22 21 1 1 73 SWM2 206.542 206.765 393.170 C73 LH 953 4146 50 67 9619% 90 90 25 36 1315% 1 1 131 SWM2 206.765 206.821 98.512 T131 953 47 39 90 90 14 20 1 1 74 SWM2 206.821 206.883 109.442 C74 LH 953 2110 70 59 96% 90 90 63 54 86% 1 1 1 132 SWM2 206.883 206.933 87.340 T132 953 59 51 90 90 29 26 1 1 133 SWM2 206.933 207.038 184.986 T133 953 57 84 90 90 31 58 1 1 1 75 SWM2 207.038 207.324 503.277 C75 RH 953 706 125 247 230% 90 70 114 237 207% 1 1 1 1 134 SWM2 207.324 207.405 142.233 T134 953 72 118 90 70 39 71 1 1 1 1 40 SWM2 207.405 207.411 10.936 S40 953 90 70 1 1 1 135 SWM2 207.411 207.480 121.312 T135 953 75 117 90 70 48 95 1 1 1 76 SWM2 207.480 207.524 76.705 C76 LH 953 585 158 275 186% 90 70 154 270 176% 1 1 1 1 136 SWM2 207.524 207.728 359.171 T136 953 70 96 90 70 21 34 1 1 1 41 SWM2 207.728 207.734 10.936 S41 953 90 70 1 1 137 SWM2 207.734 207.821 152.196 T137 953 30 39 90 70 16 26 1 1 77 SWM2 207.821 207.845 43.539 C77 RH 953 1748 53 95 210% 90 70 50 91 184% 1 1 1 138 SWM2 207.845 207.901 98.270 T138 953 41 45 90 70 25 30 1 1 42 SWM2 207.901 208.049 259.376 S42 953 90 70 1 1 1 139 SWM2 208.049 208.117 120.560 T139 953 11 10 90 70 6 5 78 SWM2 208.117 208.167 87.770 C78 LH 188 719 44 31 80% 40 35 41 27 66% 140 SWM2 208.167 208.198 54.737 T140 188 32 14 40 35 22 5 141 SWM2 208.198 208.204 10.936 T141 188 21 5 40 35 21 5 79 SWM2 208.204 208.223 32.608 C79 RH 188 1206 30 17 67% 40 35 27 13 50% 142 SWM2 208.223 208.260 65.453 T142 188 17 15 40 35 8 8 143 SWM2 208.260 208.310 87.823 T143 188 32 16 40 35 19 7 80 SWM2 208.310 208.335 44.183 C80 LH 188 416 91 35 40% 40 35 88 30 34% 144 SWM2 208.335 208.366 54.711 T144 188 20 9 40 35 11 5 81 SWM2 208.366 208.391 43.566 C81 LH 188 821 49 13 28% 40 35 48 12 24% 145 SWM2 208.391 208.434 77.027 T145 188 26 13 40 35 16 7 82 SWM2 208.434 208.815 669.835 C82 LH 188 404 114 23 22% 40 35 107 14 13% 146 SWM2 208.815 208.927 197.474 T146 188 24 10 40 35 11 5 43 SWM2 208.927 209.230 532.147 S43 188 40 35 147 SWM2 209.230 209.385 273.421 T147 662 45 25 75 75 22 9 1 1 83 SWM2 209.385 209.447 109.066 C83 LH 662 825 159 66 43% 75 75 151 59 39% 1 1 148 SWM2 209.447 209.521 130.524 T148 662 42 21 75 75 36 14 1 1 149 SWM2 209.521 209.602 141.830 T149 662 40 24 75 75 30 17 1 1 84 SWM2 209.602 209.801 350.228 C84 RH 662 875 137 87 79% 75 75 121 76 64% 1 1 150 SWM2 209.801 210.023 391.129 T150 662 42 39 75 75 16 12 1 1 151 SWM2 210.023 210.079 98.700 T151 662 44 25 75 75 31 18 1 1 1 85 SWM2 210.079 210.228 262.921 C85 LH 662 908 113 89 80% 75 75 111 78 70% 1 1 1 152 SWM2 210.228 210.334 186.061 T152 662 32 23 75 75 23 13 1 1 44 SWM2 210.334 210.680 610.082 S44 662 75 75 1 1 153 SWM2 210.681 210.786 185.980 T153 662 24 10 75 75 14 6 86 SWM2 210.786 210.848 109.039 C86 RH 662 1781 61 37 63% 75 75 60 36 60% 154 SWM2 210.848 211.003 272.965 T154 662 31 14 75 75 10 7 45 SWM2 211.003 211.140 239.960 S45 662 75 75 155 SWM2 211.140 211.257 206.014 T155 662 32 47 75 75 19 12 1 1 87 SWM2 211.257 211.587 581.588 C87 RH 1062 784 114 250 236% 95 65 110 204 186% 1 1 1 1 156 SWM2 211.587 211.661 130.685 T156 1062 61 126 95 65 39 84 1 1 1 157 SWM2 211.661 211.736 131.356 T157 1062 61 124 95 65 47 96 1 1 1 88 SWM2 211.736 211.985 438.448 C88 LH 1062 716 146 297 236% 95 65 133 253 190% 1 1 1 158 SWM2 211.985 212.066 141.642 T158 1062 58 84 95 65 27 42 1 1 1 1 89 SWM2 212.066 212.403 593.807 C89 LH 1062 1587 75 127 222% 95 65 64 110 173% 1 1 1 159 SWM2 212.403 212.545 250.245 T159 1062 46 46 95 90 18 20 1 1 1 46 SWM2 212.545 212.750 360.541 S46 1062 95 90 1 1 160 SWM2 212.750 212.830 141.830 T160 1062 42 45 95 90 17 24 1 1 90 SWM2 212.831 212.868 65.426 C90 LH 1062 2119 56 78 145% 95 90 54 76 141% 1 1 1 161 SWM2 212.868 212.930 109.200 T161 1062 58 49 95 90 28 29 1 1 47 SWM2 212.930 213.119 333.578 S47 1062 95 90 1 1 162 SWM2 213.119 213.320 353.504 T162 1062 48 36 95 90 17 15 1 1 91 SWM2 213.320 213.432 196.776 C91 LH 1062 1253 120 116 105% 95 90 115 106 92% 1 1 1 163 SWM2 213.432 213.513 142.501 T163 1062 63 43 95 90 39 31 1 1 1 164 SWM2 213.513 213.637 218.529 T164 1062 45 90 95 90 32 67 1 1 1 92 SWM2 213.637 213.743 186.759 C92 RH 1062 617 154 310 206% 95 70 151 297 196% 1 1 1 1 165 SWM2 213.743 213.879 240.174 T165 1062 50 91 95 70 29 57 1 1 1 1 48 SWM2 213.880 214.524 1134.542 S48 1062 95 70 1 1 166 SWM2 214.524 214.605 142.018 T166 1062 62 486 95 70 24 215 1 1 LANDORE VIADUCT 93 SWM2 214.605 214.648 76.651 C93 LH 1062 385 66 660 1110% 95 40 62 656 1059% 1 1 1 1 LANDORE VIADUCT 167 SWM2 214.648 214.765 205.853 T167 1062 65 84 95 40 17 41 1 1 1 LANDORE VIADUCT 94 SWM2 214.765 214.803 66.312 C94 LH 1062 566 37 463 1716% 95 40 33 454 1371% 1 1 1 LANDORE VIADUCT 168 SWA 214.803 214.865 109.872 T168 1062 32 79 95 40 20 59 1 1 1 LANDORE VIADUCT 95 SWA 214.865 215.028 286.495 C95 LH 1062 382 93 610 815% 95 40 83 553 665% 1 1 1 1 LANDORE VIADUCT 169 SWA 215.023 215.029 10.936 T169 1062 6 116 95 40 6 116 1 1 1 1 LANDORE VIADUCT 96 SWA 215.028 215.040 21.920 C96 LH 577 353 70 360 514% 70 40 70 356 511% 1 1 1 1 LANDORE VIADUCT 170 SWA 215.041 215.084 76.598 T170 577 62 311 70 40 42 205 1 1 1 LANDORE VIADUCT 171 SWA 215.084 215.109 43.566 T171 577 55 243 70 40 41 152 1 1 1 LANDORE VIADUCT 97 SWA 215.165 215.171 10.936 C97 RH 577 409 78 289 371% 70 40 78 289 371% 1 1 1 LANDORE VIADUCT 172 SWA 215.171 215.226 98.082 T172 577 39 120 70 40 27 84 1 1 1 LANDORE VIADUCT 98 SWA 215.226 215.326 174.942 C98 RH 577 5040 27 35 28345% 70 40 7 27 2524% 1 1 1 1 LANDORE VIADUCT 173 SWA 215.326 215.388 109.442 T173 577 35 38 70 40 13 21 1 1 LANDORE VIADUCT 99 SWA 215.388 215.514 222.154 C99 RH 577 1276 36 106 347% 70 40 33 86 263% 1 1 1 1 LANDORE VIADUCT 174 SWA 215.514 215.552 65.641 T174 577 30 45 70 40 17 33 1 1 LANDORE VIADUCT 100 SWA 215.552 215.589 65.909 C100 RH 577 18184 0 19 1523% 70 40 0 10 254% 1 1 1 LANDORE VIADUCT 175 SWA 215.589 215.633 76.383 T175 577 31 45 70 40 20 38 1 1 1 LANDORE VIADUCT 101 SWA 215.632 215.657 43.754 C101 RH 577 880 50 114 304% 70 40 44 109 255% 1 1 1 1 LANDORE VIADUCT 176 SWA 215.657 215.688 54.442 T176 577 36 48 70 40 17 41 1 1 1 LANDORE VIADUCT 49 SWA 215.688 215.757 120.184 S49 577 70 40 1 1 LANDORE VIADUCT
Appendix B2:
Appendix Item Tabulated Track Interventions
Page 51 of File Ref: 161034-NRD-G1-CDSW-REP-EMF-100000 Issue No: P.01 59
Up Main 170M 30CH (SWM2) - 216M 07CH (SWA)
Up Main Proposed Speed Profile 1 - Normal Design Values
Speed Profile Intervention From Intervention To Intervention length Route Speed Length Time PSR From To Restrictions Item Required Works (decimal miles) Section (mph) (Decimal) (seconds) Miles Yards Decimal Miles Yards Decimal Miles Yards Decimal Miles Yards Decimal Low Medium High 1 169 0 169.000 170 946 170.538 15 1.537 369 Minimum radius = 74m (E=150mm D=110mm) UP1N1.1 No intervention 2 170 946 170.538 170 1100 170.625 30 0.088 11 Minimum radius = 26m (E=150mm D=110mm) UP1N2.1 No intervention High: Increase transition lengths. High due to an Underbridge, if no 3 170 1100 170.625 170 1320 170.750 60 0.125 8 Minimum radius = 106m (E=150mm D=110mm) Underbridge (170.714) UP1N3.1 170 1239 170.704 170 1250 170.710 0.006 alterations is required to the bridge, resultant intervention: Low. 4 170 1320 170.750 173 1232 173.700 80 2.950 133 Minimum radius = 424m (E=150mm D=110mm) UP1N4.1 No Intervention High: Adjust cant re-align curve to increase curve radius. High intervention due to overbridges. If no alterations is required to bridges, and re-alignment UP1N5.1 174 1584 174.9 175 83 175.047 0.147 can be achieved within existing railway boundary, resultant intervention: Medium Minimum radius = 753m (E=150mm D=110mm) Underbridge (170.709) Medium: Adjust cant and re-align curve to increase curve radius. If re- 5 173 1232 173.700 175 1408 175.800 85 2.100 89 Overbridge (174.998) Overbridge (175.019) UP1N5.2 175 104 175.059 175 127 175.072 alignment can be achieved within existing track bed, resultant intervention : 0.013 Low Medium: Adjust cant and re-align curve to increase curve radius. If re- UP1N5.3 175 158 175.09 175 401 175.228 alignment can be achieved within existing track bed, resultant intervention: 0.014 Low. 6 175 1408 175.800 176 1518 176.863 80 1.063 48 Minimum radius = 850m (E=150mm D=110mm) UP1N6.1 No intervention Medium: Adjust cant and re-align curve to increase curve radius. If re- UP1N7.1 176 1668 176.948 177 79 177.045 alignment can be achieved within existing track bed, resultant intervention: 0.097 Low. 7 176 1518 176.863 177 1298 177.738 85 0.875 37 Minimum radius = 753m (E=150mm D=110mm) Medium: Adjust cant and re-align curve to increase curve radius. If re- 1 UP1N7.2 177 452 177.257 177 551 177.313 alignment can be achieved within existing track bed, resultant intervention: 0.056 Low High: Increase cant. High due to underbridge in vicinity, if no alterations is UP1N8.1 179 1274 179.724 179 1450 179.824 0.100 required to the bridge resultant intervention: Low. High: Increase transition lengths. High due to underbridge in vicinity, if no UP1N8.2 179 1647 179.936 180 7 180.004 0.068 alterations is required to the bridge, resultant intervention: Low. High: Increase cant. High due to underbridge in vicinity, if no alterations is Minimum radius = 850m (E=150mm D=110mm) Underbridge (179.714) UP1N8.3 180 9 180.005 180 771 180.438 0.433 8 177 1298 177.738 180 1672 180.950 90 3.212 128 required to the bridge, resultant intervention: Low. Overbridge (180.019) Underbridge (180.456) High: Increase transition lengths. High due to underbridge in vicinity, if no UP1N8.4 180 771 180.438 180 936 180.532 0.094 alterations is required to the bridge, resultant intervention: Low. Medium: Adjust cant and re-align curve to increase curve radius. If re- UP1N8.5 180 1111 180.631 180 1155 180.656 alignment can be achieved within existing track bed, resultant intervention: 0.025 Low. 9 180 1672 180.950 184 308 184.175 85 3.225 137 Minimum radius = 953m (E=150mm D=110mm) UP1N9.1 183 540 183.307 183 639 183.363 Low: Increase transition lengths. 0.056 Medium: Increase cant and re-align curve to increase curve radius. If re- 10 184 308 184.175 189 1650 189.938 80 5.762 259 Minimum radius = 850m (E=150mm D=110mm) Overbridge (198.762) UP1N10.1 184 821 184.467 184 843 184.479 alignment can be achieved within existing track bed, resultant intervention: 0.012 Low 11 189 1650 189.938 190 462 190.263 75 0.325 16 Minimum radius = 753m (E=150mm D=110) Overbridge (190.219) UP1N11.1 No Interventions Minimum radius = 753m (E=150mm D=110) Platform (190.874 to 12 190 462 190.263 190 1188 190.675 60 0.413 25 UP1N12.1 No Interventions 190.1164) Underbridge (192.439) Total 0.056 0.217 0.848 Speed sections allocated to route sections on a best fit basis.
No intervention as existing line speed is retained. Refer to assumption 1 in UP1N13.1 section 5.1 of the report. Mileage 192.042 to 192.147 Cant Insufficient transition lengths Medium: Realign curve and adjust cant. If re-alignment can be achieved UP1N13.2 192 259 192.147 192 280 192.159 0.012 within existing track bed, resultant intervention: Low Medium: Realign curve and adjust cant. If re-alignment can be achieved UP1N13.3 192 347 192.197 192 433 192.246 0.049 within existing track bed, resultant intervention: Low Medium: Realign curve and adjust cant. If re-alignment can be achieved UP1N13.4 192 466 192.265 192 662 192.376 0.111 within existing track bed, resultant intervention: Low Medium: Realign curve and adjust cant. If re-alignment can be achieved Minimum radius = 953m (E=150mm D=110) Overbridge (192.257) UP1N13.5 192 695 192.395 192 935 192.531 0.136 13 190 1188 190.675 194 1496 194.850 90 4.175 167 within existing track bed, resultant intervention: Low Underbridge (192.788) Overbridge (193.258) UP1N13.5 192 935 192.531 192 1119 192.636 Low: Increase transition lengths 0.105 UP1N13.6 192 1130 192.642 192 1306 192.742 Low: Increase transition lengths 0.100 High: Re-align curve and adjust cant. High due to underbridge in vicinity. If UP1N13.7 192 1306 192.742 192 1371 192.779 no alterations to bridge and re-alignment can be achieved within existing 0.037 railway boundary, resultant intervention: Medium UP1N13.8 193 338 193.193 193 407 193.231 Low: Increase transition lengths 0.039 High: Reduce cant. High intervention due to Overbridge, if no alterations is UP1N13.9 193 407 193.231 193 438 193.249 0.018 required to the bridge, resultant intervention: Low. 2 High: Increase transition lengths. High due to Overbridge, if no alterations UP1N13.10 193 438 193.249 193 658 193.374 0.125 is required to bridge, resultant intervention: Low. No intervention as existing line speed is retained. Refer to assumption 1 in UP1N14.1 section 5.1 of the report. Mileage 194.356 to 194.431
No intervention as existing line speed is retained. Refer to assumption 1 in UP1N14.2 14 194 1496 194.850 198 880 198.500 100 3.650 131 Minimum radius = 953m (E=150mm D=110) section 5.1 of the report. Mileage 194.437 to 194.493 No intervention as existing line speed is retained. Refer to assumption 1 in UP1N14.3 section 5.1 of the report. Mileage 197.447 to 197.571 No intervention as existing line speed is retained. Refer to assumption 1 in UP1N14.4 section 5.1 of the report. Mileage 197.578 to 197.658 No intervention as existing line speed is retained. Refer to assumption 1 in 15 198 880 198.500 201 1144 201.650 90 3.150 126 Minimum radius = 1177m (E=150mm D=110) Overbridge (198.762) UP1N15.1 section 5.1 of the report. Mileage 198.668 to 198.762 16 201 1144 201.650 202 440 202.250 85 0.600 25 Minimum radius = 953m (E=150mm D=110) UP1N16.1 201 1554 201.883 201 1716 201.975 Low: Increase transition lengths 0.092 2
UP1N17.1 203 692 203.393 203 803 203.456 Low: Increase transition lengths 0.063 Medium: Increase transition length. Medium due to Overbridge in the UP1N17.2 203 803 203.456 203 956 203.543 0.087 vicinity, if no alterations to bridge, resultant intervention: Low 17 202 440 202.250 206 1650 206.938 90 4.688 188 Minimum radius = 953m (E=150mm D=110) Overbridge (203.590) No intervention as existing line speed is retained. Refer to assumption 1 in UP1N17.3 section 5.1 of the report. Mileage 206.339 to 206.414 Total 0.399 0.395 0.180 Speed sections allocated to route sections on a best fit basis.
No intervention as existing line speed is retained. Refer to assumption 1 in UP1N18.1 Minimum radius = 953m (E=150mm D=110) Footbridge (206.987) Level section 5.1 of the report. Mileage 207.406 to 207.474 3 18 206 1650 206.938 208 110 208.625 70 1.688 87 crossing (207.236) Footbridge (207.471) No intervention as existing line speed is retained. Refer to assumption 1 in UP1N18.2 section 5.1 of the report. Mileage 207.474 to 207.524 Total Speed sections allocated to route sections on a best fit basis.
19 208 110 208.625 208 1650 208.938 40 0.313 28 Minimum radius = 577m (E=150mm D=110) UP1N19.1 No Interventions
High: Reduce cant. High intervention due to multiple underbridges. If no UP1N20.1 209 632 209.359 209 774 209.440 0.081 alterations is required to underbridges resultant; low UP1N20.2 209 774 209.44 209 905 209.514 Low: Increase transition lengths 0.074 UP1N20.3 209 905 209.514 209 1058 209.601 Low: Increase transition lengths 0.087 High: Re-align curve and adjust cant. High due to Overbridge, if no UP1N20.4 209 1058 209.601 209 1582 209.899 alterations is required to bridge and re-alignment can be achieved within 0.298 Minimum radius = 825m (E=150mm D=110) Overbridge (209.698) existing railway boundary, resultant intervention: Low. High: Increase transition lengths. High due to underbridge, if no alterations 20 208 1650 208.938 210 528 210.300 95 1.363 52 Underbridge (209.359) to (209.422) Underbridge (209.913) Underbridge UP1N20.5 209 1582 209.899 210 9 210.005 0.106 (210.038) Overbridge (210.320) is required to bridge, resultant intervention: Low. High: Increase transition lengths. High due to underbridge, if no alterations UP1N20.6 210 11 210.006 210 130 210.074 0.068 is required to bridge, resultant intervention: Low. Medium: Re-align curve and adjust cant. High due to Overbridge, if no UP1N20.7 210 130 210.074 210 445 210.253 0.179 alterations is required, resultant intervention: Low. High: Increase transition lengths. High due to overbridge, if no alterations is UP1N20.8 210 455 210.253 210 567 210.322 0.069 4 required to bridge, resultant intervention: Low. High: Increase transition lengths. High due to overbridge. If no alterations is UP1N21.1 211 259 211.147 211 433 211.246 0.099 required to overbridge resultant; low High: Re-align curve to increase curve radius and increase cant. High intervention due to overbridge. If no alterations is required to bridge, and if UP1N21.2 211 435 211.247 211 1026 211.583 0.336 re-alignment can be undertake within existing railway boundary, resultant intervention: medium. High: Increase transition length. High intervention due to overbridge. If no Minimum radius = 1062m (E=150mm D=110) Overbridge (211.147) to UP1N21.3 211 1026 211.583 211 1169 211.664 0.081 21 210 528 210.300 211 1716 211.975 90 1.675 67 (211.206) Overbridge (211.568) Overbridge (211.751) Overbridge alterations is required to bridge, resultant intervention: low. (211.768) Overbridge (211.789) Overbridge (211.860) High: Increase transition length. High intervention due to overbridge in UP1N21.4 211 1169 211.664 211 1288 211.732 0.068 vicinity. If no alterations is required to bridge, resultant intervention: low.
High: Re-align curve to increase curve radius and adjust cant. High interventions due to multiple overbridges. If no alterations is required to UP1N21.5 211 1288 211.732 211 1690 211.960 0.228 bridges and re-alignment can be achieved within existing railway boundary, resultant intervention: medium. 22 211 1716 211.975 212 66 212.038 70 0.063 3 Minimum radius = 953m (E=150mm D=110) UP1N22.1 No Intervention 23 212 66 212.038 213 990 213.563 90 1.525 61 Minimum radius = 953m (E=150mm D=110) UP1N23.1 No Intervention No intervention as existing line speed is retained. Refer to assumption 1 in 24 213 990 213.563 214 858 214.488 70 0.925 48 Minimum radius = 953m (E=150mm D=110) Underbridge (213.758) UP1N24.1 section 5.1 of the report. Mileage 213.627 to 213.758 25 214 858 214.488 215 1320 215.750 40 1.262 114 Minimum radius = 577m (E=150mm D=110) Viaduct (214.498) to (214.603) UP1N25.1 No Intervention Total 0.161 0.179 1.434 Speed sections allocated to route sections on a best fit basis.
Totals for section: 46.750 2355 Total length of interventions by category (Decimal): 1.071 1.403 3.490 Total length of interventions by category (Yards): 1885 2469 6142 Total length of interventions (Decimal): 5.964 Total length of interventions (Yards): 10496 2100 170M (SWM2) - 216M 07CH (SWA)
Down Main Proposed Speed Profile 1 - Normal Design Values
Speed Profile Intervention From Intervention To Intervention length Route PSR From To Speed Length Time Restrictions Item Required Works (decimal miles) Section Miles Yards Decimal Miles Yards Decimal Miles Yards Decimal Miles Yards Decimal (mph) (decimal miles) (seconds) Low Medium High 1 169 0 169.000 170 792 170.450 25 1.450 209 Minimum radius = 74m (E=150mm D=110mm) DP1N1.1 No intervention 2 170 792 170.450 170 1100 170.625 15 0.175 42 Minimum radius = 26m (E=150mm D=110mm) DP1N2.1 No intervention 3 170 1100 170.625 170 1320 170.750 30 0.125 15 Minimum radius = 106m (E=150mm D=110mm) DP1N3.1 No intervention 4 170 1320 170.750 173 528 173.300 75 2.550 122 Minimum radius = 662m (E=150mm D=110mm) DP1N4.1 No intervention
High: Re-align curve to increase curve radius and increase cant. High Minimum radius = 753m (E=150mm D=110mm) Overbridge (174.999) Overbridge intervention due to Overbridges. If no alterations to overbridges is required, 5 170 528 173.300 175 704 175.400 80 2.100 94 DP1N5.1 174 1741 174.989 175 401 175.228 0.239 (175.0.019) and re-alignment can be achieved within the existing railway boundary resultant intervention: Medium.
Medium: Re-align curve to increase curve radius and adjust cant. If re- DP1N6.1 176 1654 176.940 177 79 177.045 alignment can be achieved within the existing track bed, resulting intervention: 0.105 Low. Medium: Re-align curve to increase curve radius and adjust cant. If re- DP1N6.2 177 444 177.252 177 563 177.320 alignment can be achieved within the existing track bed, resulting intervention: 0.068 Low. 6 175 704 175.400 188 1276 188.725 85 13.325 564 Minimum radius = 850m (E=150mm D=110mm) DP1N6.3 182 1628 182.925 182 1753 182.996 Low: Increase transition length 0.071 DP1N6.4 183 542 183.308 183 607 183.345 Low: Increase transition length 0.037 Medium: Re-align curve to increase curve radius and increase cant. If re- DP1N6.5 184 813 184.462 184 891 184.506 alignment can be achieved within the existing track bed, resulting intervention: 0.044 Low. 1 DP1N6.6 184 891 184.506 184 1031 184.586 Low: Increase transition length 0.080
DP1N7.1 189 1623 189.922 190 49 190.028 Low: Increase transition length 0.106
Medium: Re-align curve to increase curve radius and increase cant. If re- DP1N7.2 190 49 190.028 190 255 190.145 alignment can be achieved within the existing track bed, resulting intervention: 0.117 Low. High: Increasing the cant will make section compliant, however we recommend re-aligning the curve to increase the radius to future proof and aid DP1N7.3 190 341 190.194 190 407 190.231 maintenance. High intervention due to overbridge, If no alterations is required 0.037 to the bridge and re-alignment can be achieved within railway boundary, Minimum radius = 953m (E=150mm D=110mm) Overbridge (190. 218) Overbridge resultant intervention: Medium. 7 188 1276 188.725 192 242 192.138 90 3.412 137 (190.470) Platform (190.469) to (190.640) Footbridge (190.545) Signal gantry (190.898) High: Re-align curve to increase curve radius and adjust cant. High intervention due to Overbridge and S&C in area. If no alterations is required to DP1N7.4 190 503 190.286 190 832 190.473 0.187 bridge, and realignment can be achieved within existing railway boundary, resultant intervention: medium
High: Increase transition lengths. High intervention due to multiple structures. DP1N7.5 190 832 190.473 190 1051 190.597 0.124 If no alterations is required to the bridges, resultant intervention: Low
No intervention as existing line speed is retained. Refer to assumption 1 in DP1N7.6 section 5.1 of the report. Mileage 190.879 to 191.039, Cant surplus.
Total 0.294 0.334 0.587 Speed sections allocated to a route section is based on a best fit basis.
Minimum radius = 662m (E=150mm D=110mm) Underbridge (192.419) No intervention as existing line speed is retained. Refer to assumption 1 in 8 192 242 192.138 193 682 193.388 75 1.250 60 DP1N8.1 Underbridge (192.444) section 5.1 of the report. Mileage: 192.225 to 192.535 9 193 682 193.388 194 154 194.088 85 0.700 30 Minimum radius = 850m (E=150mm D=110mm) DP1N9.1 No Intervention No intervention as existing line speed is retained. Refer to assumption 1 in 10 194 154 194.088 194 1540 194.875 90 0.787 31 Minimum radius = 953m (E=150mm D=110mm) Foot crossing (194.419) DP1N10.1 section 5.1 of the report. Mileage 194.429 to 194.485 Transition lengths insufficient No intervention as existing line speed is retained. Refer to assumption 1 in 11 194 1540 194.875 198 880 198.500 100 3.625 131 Minimum radius = 1177m (E=150mm D=110mm) DP1N11.1 section 5.1 of the report. Mileage 195.341 to 195.391 Transition lengths insufficient 2 No intervention as existing line speed is retained. Refer to assumption 1 in DP1N12.1 section 5.1 of the report. Mileage 198.637 to 198.674 Cant surplus 12 198 880 198.500 201 1078 201.613 90 3.113 125 Minimum radius = 953m (E=150mm D=110mm) Overbridge (198.762) No intervention as existing line speed is retained. Refer to assumption 1 in DP1N12.2 section 5.1 of the report. Mileage 198.674 to 198.754 insufficient transition lengths.
No intervention as existing line speed is retained. Refer to assumption 1 in 13 201 1078 201.613 202 229 202.125 70 0.512 26 Minimum radius = 953m (E=150mm D=110mm) Underbridge (201.8630 DP1N13.1 section 5.1 of the report. Mileage 201.827 to 201.870 Cant surplus
14 202 229 202.125 202 1650 202.938 80 0.813 37 Minimum radius = 753m (E=150mm D=110mm) DP1N14.1 No Intervention Totals Speed sections allocated to a route section is based on a best fit basis.
No intervention as existing line speed is retained. Refer to assumption 1 in DP1N15.1 section 5.1 of the report Mileage: 205.168 to 203.455 Increase transition lengths. No intervention as existing line speed is retained. Refer to assumption 1 in DP1N15.2 section 5.1 of the report Mileage 203.455 to 203.549 insufficient transition lengths.
No intervention as existing line speed is retained. Refer to assumption 1 in DP1N15.3 section 5.1 of the report Mileage 203.549 to 203.691 Cant surplus.
No intervention as existing line speed is retained. Refer to assumption 1 in Minimum radius = 953m (E=150mm D=110mm) Overbridge (203.590) to (203.691) 3 15 202 1650 202.938 208 110 208.063 90 5.125 205 DP1N15.4 section 5.1 of the report Mileage: 206.993 to 207.038 insufficient transition Level Crossing (207.235) Footbridge (207.471) lengths. High: Re-align curve to increase curve radius and adjust cant. High due to DP1N15.5 207 67 207.038 207 570 207.324 level crossing. To re-align curve, slues/land take will be in direction of 0.286 residential housing DP1N15.6 207 570 207.324 207 713 207.405 Low: Increase transition lengths. 0.081 Medium: Increase transition lengths. Medium due to footbridge. If no DP1N15.7 207 723 207.411 207 845 207.480 0.069 alterations is required to the footbridge, resultant intervention: Low High: Re-align curve to increase curve radius and increase cant. High due to footbridge in vicinity. If no alterations is required to the footbridge and re- DP1N15.8 207 845 207.480 207 922 207.524 0.044 alignment can be achieved in the existing railway boundary, resultant intervention: Medium. Totals 0.081 0.069 0.330 Speed sections allocated to a route section is based on a best fit basis.
Minimum radius = 144m (E=150mm D=110mm) 16 208 110 208.063 208 1650 208.938 40 0.875 79 Current NESA is 35mph, however Port Talbot Resignalling will be changing this to DP1N16.1 No intervention 40mph when it is commissioned in Easter 2019
No intervention as existing line speed is retained. Refer to assumption 1 in DP1N17.1 section 5.1 of the report. Mileage 209.385 to 209.447 Cant Surplus 17 208 1650 208.938 211 330 211.188 75 2.250 108 Minimum radius = 662m (E=150mm D=110mm) Underbridge (209.416) No intervention as existing line speed is retained. Refer to assumption 1 in DP1N17.2 section 5.1 of the report Mileage 209.447 to 209.521 insufficient transition lengths. 18 211 330 211.188 211 440 211.250 65 0.063 3 Not Captured In RAG as train never achieves this speed DP1N18.1 No Intervention High: Re-align curve to increase curve radius and adjust cant. High due to DP1N19.1 211 452 211.257 211 1033 211.587 Overbridge. If no alterations is required to the bridge, and re-alignment can be 0.330 achieved within railway boundary, resultant intervention: Medium.
DP1N19.2 211 1033 211.587 211 1163 211.661 Low: Increase transition lengths. 0.074 DP1N19.3 211 1163 211.661 211 1295 211.736 Low: Increase transition lengths. 0.075 High: Re-align curve to increase curve radius and adjust cant. High intervention due to multiple overbridges. If no alterations is required to the DP1N19.4 211 1295 211.736 211 1734 211.985 0.249 bridges, and re-alignment can be achieved within existing railway boundary resultant intervention: Medium. High: Increase transition lengths. High due to Platform. If no alterations is DP1N19.5 211 1734 211.985 212 116 212.066 0.081 required to the platform, resultant intervention: Medium High: Increase cant. High due to an overbridge, if no alterations is required to DP1N19.6 212 116 212.066 212 709 212.403 0.337 the bridge, resultant intervention: Low DP1N19.7 213 760 213.432 213 903 213.513 Low: Increase transition lengths. 0.081 DP1N19.8 213 903 213.513 213 1121 213.637 Low: Increase transition lengths. 0.124
Medium: Re-align curve to increase curve radius and adjust cant. Medium intervention due to in vicinity of an underbridge. If no alterations is required to DP1N19.9 213 1121 213.637 213 1308 213.743 0.106 the bridge and if re-alignment can be achieved within the existing track bed, resultant intervention: Low.
High: Increase transition lengths. High intervention due to underbridge. If no DP1N19.10 213 1308 213.743 213 1547 213.879 0.136 alterations is required to the bridges, resultant intervention: Low
Minimum radius = 1062m (E=150mm D=110mm) Overbridge (211.566) Overbridge No intervention at Landore viaduct and high mileage of this structure. These (211.749) Overbridge (211.767) Overbridge (211.789) Overbridge (211.859) locations would require very high interventions which would impact the viaduct 19 211 440 211.250 215 44 215.025 95 3.775 143 DP1N19.11 Platform (212.013) to (212.092) Overbridge (212.103) Underbridge (213.755) and the SWA line, which is constrained from a Track perspective. Refer to Viaduct (214.491) to (214.710) Underbridge (214.823) Underbridge (215.078) Design Log entry. Mileage 214.524 to 214.605 Insufficient transition lengths
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the DP1N19.12 viaduct and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 214.605 to 214.648 Insufficient transition lengths.
4 Minimum radius = 1062m (E=150mm D=110mm) Overbridge (211.566) Overbridge (211.749) Overbridge (211.767) Overbridge (211.789) Overbridge (211.859) 19 211 440 211.250 215 44 215.025 95 3.775 143 Platform (212.013) to (212.092) Overbridge (212.103) Underbridge (213.755) Viaduct (214.491) to (214.710) Underbridge (214.823) Underbridge (215.078)
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1N19.13 4 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 214.648 to 214.765 Insufficient transition lengths.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1N19.14 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 214.765 to 214.803 Re-alignment required.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1N19.15 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 214.803 to 214.865 Insufficient transition lengths.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1N19.16 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 214.865 to 215.028 Re-alignment required.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1N 20.1 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 215.041 to 215.084 Insufficient transition lengths.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1N 20.2 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 215.084 to 215.109. Insufficient transition lengths.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1N 20.3 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 215.165 to 215.171 Re-alignment required. Minimum radius = 577m (E=150mm D=110mm) Underbridge (215.103) 20 215 44 215.025 215 1320 215.750 70 0.725 37 Underbridge (215.193) No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1N 20.4 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 215.171 to 215.226 insufficient transition lengths.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1N 20.5 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 215.589 to 215.633. insufficient transition lengths.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1N 20.6 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 215.657 to 215.688. insufficient transition lengths.
21 215 1320 215.750 216 154 216.088 30 0.338 41 Swansea Station DP1N 21.1 No intervention Total 0.354 0.106 1.133 Speed sections allocated to a route section is based on a best fit basis.
Totals for section: 47.088 2239 Total length of interventions by category (Decimal) : 1.104 0.912 2.967 Total length of interventions by category (Yards) : 1943 1605 5222 Total decimal miles of interventions (Decimal): 4.983 Total length of interventions (Yards): 8770 Up Main 170M 30CH (SWM2) - 216M 07CH (SWA)
Up Main Proposed Speed Profile 1 - Maximum Design Values
Speed Profile Intervention From Intervention To Intervention length Route Speed Length Time PSR From To Restrictions Item Required Works (decimal miles) Section (mph) (Decimal) (seconds) Miles Yards Decimal Miles Yards Decimal Miles Yards Decimal Miles Yards Decimal Low Medium High 1 169 0 169.000 170 946 170.538 15 1.537 369 Minimum radius = 74m (E=150mm D=110mm) UP1M1.1 No intervention 2 170 946 170.538 170 1100 170.625 30 0.088 11 Minimum radius = 26m (E=150mm D=110mm) UP1M2.1 No intervention 3 170 1100 170.625 170 1320 170.750 60 0.125 8 Minimum radius = 106m (E=150mm D=110mm) Underbridge (170.714) UP1M3.1 No intervention 4 170 1320 170.750 173 1232 173.700 80 2.950 133 Minimum radius = 424m (E=150mm D=110mm) UP1M4.1 No Intervention High: Adjust cant re-align curve to increase curve radius. High intervention due to overbridges. If no alterations is required to bridges, and re-alignment UP1M5.1 174 1584 174.9 175 83 175.047 0.147 can be achieved within existing railway boundary, resultant intervention: Medium Minimum radius = 753m (E=150mm D=110mm) Underbridge (170.709) Medium: Adjust cant and re-align curve to increase curve radius. If re- 5 173 1232 173.700 175 1408 175.800 85 2.100 89 Overbridge (174.998) Overbridge (175.019) UP1M5.2 175 104 175.059 175 127 175.072 alignment can be achieved within existing track bed, resultant intervention : 0.013 Low Medium: Adjust cant and re-align curve to increase curve radius. If re- UP1M5.3 175 158 175.09 175 401 175.228 alignment can be achieved within existing track bed, resultant intervention: 0.014 Low. 6 175 1408 175.800 176 1518 176.863 80 1.063 48 Minimum radius = 850m (E=150mm D=110mm) UP1M6.1 No intervention Medium: Adjust cant and re-align curve to increase curve radius. If re- UP1M7.1 176 1668 176.948 177 79 177.045 alignment can be achieved within existing track bed, resultant intervention: 0.097 1 Low. 7 176 1518 176.863 177 1298 177.738 85 0.875 37 Minimum radius = 753m (E=150mm D=110mm) Medium: Adjust cant and re-align curve to increase curve radius. If re- UP1M7.2 177 452 177.257 177 551 177.313 alignment can be achieved within existing track bed, resultant intervention: 0.056 Low High: Increase cant. High due to underbridge in vicinity, if no alterations is UP1M8.1 179 1274 179.724 179 1450 179.824 0.100 required to the bridge resultant intervention: Low. High: Increase cant. High due to underbridge in vicinity, if no alterations is Minimum radius = 850m (E=150mm D=110mm) Underbridge (179.714) UP1M8.2 180 9 180.005 180 771 180.438 0.433 8 177 1298 177.738 180 1672 180.950 90 3.212 128 required to the bridge, resultant intervention: Low. Overbridge (180.019) Underbridge (180.456) Medium: Adjust cant and re-align curve to increase curve radius. If re- UP1M8.3 180 1111 180.631 180 1155 180.656 alignment can be achieved within existing track bed, resultant intervention: 0.025 Low. 9 180 1672 180.950 184 308 184.175 85 3.225 137 Minimum radius = 953m (E=150mm D=110mm) UP1M9.1 No Interventions Medium: Increase cant and re-align curve to increase curve radius. If re- 10 184 308 184.175 189 1650 189.938 80 5.762 259 Minimum radius = 850m (E=150mm D=110mm) Overbridge (198.762) UP1M10.1 184 821 184.467 184 843 184.479 alignment can be achieved within existing track bed, resultant intervention: 0.012 Low 11 189 1650 189.938 190 462 190.263 75 0.325 16 Minimum radius = 753m (E=150mm D=110) Overbridge (190.219) UP1M11.1 No Interventions Minimum radius = 753m (E=150mm D=110) Platform (190.874 to 190.1164) 12 190 462 190.263 190 1188 190.675 60 0.413 25 UP1M12.1 No Interventions Underbridge (192.439) Totals: 0.217 0.680
Speed sections allocated to route sections on a best fit basis.
Medium: Realign curve and adjust cant. If re-alignment can be achieved UP1M13.1 192 259 192.147 192 280 192.159 0.012 within existing track bed, resultant intervention: Low Medium: Realign curve and adjust cant. If re-alignment can be achieved UP1M13.2 192 347 192.197 192 433 192.246 0.049 within existing track bed, resultant intervention: Low Medium: Realign curve and adjust cant. If re-alignment can be achieved UP1M15.1 192 466 192.265 192 662 192.376 0.111 within existing track bed, resultant intervention: Low Minimum radius = 953m (E=150mm D=110) Overbridge (192.257) 13 190 1188 190.675 194 1496 194.850 90 4.175 167 Medium: Realign curve and adjust cant. If re-alignment can be achieved Underbridge (192.788) Overbridge (193.258) UP1M13.4 192 695 192.395 192 935 192.531 0.136 within existing track bed, resultant intervention: Low High: Re-align curve and adjust cant. High due to underbridge in vicinity. If 2 UP1M13.5 192 1306 192.742 192 1371 192.779 no alterations to bridge and re-alignment can be achieved within existing 0.037 railway boundary, resultant intervention: Medium High: Reduce cant. High intervention due to Overbridge, if no alterations is UP1M13.6 193 407 193.231 193 438 193.249 0.018 required to the bridge, resultant intervention: Low. 14 194 1496 194.850 198 880 198.500 100 3.650 131 Minimum radius = 953m (E=150mm D=110) UP1M14.1 No Interventions 15 198 880 198.500 201 1144 201.650 90 3.150 126 Minimum radius = 1177m (E=150mm D=110) Overbridge (198.762) UP1M15.1 No Interventions 16 201 1144 201.650 202 440 202.250 85 0.600 25 Minimum radius = 953m (E=150mm D=110) UP1M16.1 No Interventions 17 202 440 202.250 206 1650 206.938 90 4.688 188 Minimum radius = 953m (E=150mm D=110) Overbridge (203.590) UP1M17.1 No Interventions Totals: 0.308 0.055 Speed sections allocated to route sections on a best fit basis.
Minimum radius = 953m (E=150mm D=110) Footbridge (206.987) Level No intervention as existing line speed is retained. Refer to assumption 1 in 3 18 206 1650 206.938 208 110 208.625 70 1.688 87 UP1M18.1 crossing (207.236) Footbridge (207.471) section 5.1 of the report. Mileage 207.474 to 207.524 Speed sections allocated to route sections on a best fit basis.
19 208 110 208.625 208 1650 208.938 40 0.313 28 Minimum radius = 577m (E=150mm D=110) UP1M19.1 No Interventions High: Reduce cant. High intervention due to multiple underbridges. If no UP1M20.1 209 632 209.359 209 774 209.440 0.081 alterations is required to underbridges resultant; low Minimum radius = 825m (E=150mm D=110) Overbridge (209.698) High: Re-align curve and adjust cant. High due to Overbridge, if no 20 208 1650 208.938 210 528 210.300 95 1.363 52 Underbridge (209.359) to (209.422) Underbridge (209.913) Underbridge UP1M20.2 209 1058 209.601 209 1582 209.899 alterations is required to bridge and re-alignment can be achieved within 0.298 (210.038) Overbridge (210.320) existing railway boundary, resultant intervention: Low. Medium: Re-align curve and adjust cant. High due to Overbridge, if no UP1M20.3 210 130 210.074 210 445 210.253 0.179 alterations is required, resultant intervention: Low. High: Re-align curve to increase curve radius and increase cant. High intervention due to overbridge. If no alterations is required to bridge, and if UP1M21.1 211 435 211.247 211 1026 211.583 0.336 re-alignment can be undertake within existing railway boundary, resultant 4 Minimum radius = 1062m (E=150mm D=110) Overbridge (211.147) to intervention: medium. 21 210 528 210.300 211 1716 211.975 90 1.675 67 (211.206) Overbridge (211.568) Overbridge (211.751) Overbridge (211.768) High: Re-align curve to increase curve radius and adjust cant. High Overbridge (211.789) Overbridge (211.860) interventions due to multiple overbridges. If no alterations is required to UP1M21.2 211 1288 211.732 211 1690 211.960 0.228 bridges and re-alignment can be achieved within existing railway boundary, resultant intervention: medium. 22 211 1716 211.975 212 66 212.038 70 0.063 3 Minimum radius = 953m (E=150mm D=110) UP1M22.1 No Intervention 23 212 66 212.038 213 990 213.563 90 1.525 61 Minimum radius = 953m (E=150mm D=110) UP1M23.1 No Intervention No intervention as existing line speed is retained. Refer to assumption 1 in 24 213 990 213.563 214 858 214.488 70 0.925 48 Minimum radius = 953m (E=150mm D=110) Underbridge (213.758) UP1M24.1 section 5.1 of the report. Mileage 213.627 to 213.758 25 214 858 214.488 215 1320 215.750 40 1.262 114 Minimum radius = 577m (E=150mm D=110) Viaduct (214.498) to (214.603) UP1M25.1 No Intervention Totals: 0.179 0.943 Speed sections allocated to route sections on a best fit basis.
Totals for section: 46.750 2355 Total length of interventions by category (Decimal): 0.000 1.229 2.413 Total length of interventions by category (Yards): 0 2162 4247 Total length of interventions (Decimal): 3.642 Total length of interventions (Yards): 6409 2100 170M (SWM2) - 216M 07CH (SWA)
Down Main Proposed Speed Profile 1 - Maximum Design Values
Speed Profile Intervention From Intervention To Intervention length Route PSR From To Speed Length Time Restrictions Item Required Works (decimal miles) Section Miles Yards Decimal Miles Yards Decimal Miles Yards Decimal Miles Yards Decimal (mph) (decimal miles) (seconds) Low Medium High 1 169 0 169.000 170 792 170.450 25 1.450 209 Minimum radius = 74m (E=150mm D=110mm) DP1M1.1 No intervention 2 170 792 170.450 170 1100 170.625 15 0.175 42 Minimum radius = 26m (E=150mm D=110mm) DP1M2.1 No intervention 3 170 1100 170.625 170 1320 170.750 30 0.125 15 Minimum radius = 106m (E=150mm D=110mm) DP1M3.1 No intervention 4 170 1320 170.750 173 528 173.300 75 2.550 122 Minimum radius = 662m (E=150mm D=110mm) DP1M4.1 No intervention
High: Re-align curve to increase curve radius and increase cant. High Minimum radius = 753m (E=150mm D=110mm) Overbridge (174.999) Overbridge intervention due to Overbridges. If no alterations to overbridges is required, 5 170 528 173.300 175 704 175.400 80 2.100 94 DP1M5.1 174 1741 174.989 175 401 175.228 0.239 (175.0.019) and re-alignment can be achieved within the existing railway boundary resultant intervention: Medium.
Medium: Re-align curve to increase curve radius and adjust cant. If re- DP1M6.1 176 1654 176.940 177 79 177.045 alignment can be achieved within the existing track bed, resulting intervention: 0.105 Low. Medium: Re-align curve to increase curve radius and adjust cant. If re- 6 175 704 175.400 188 1276 188.725 85 13.325 564 Minimum radius = 850m (E=150mm D=110mm) DP1M6.2 177 444 177.252 177 563 177.320 alignment can be achieved within the existing track bed, resulting intervention: 0.068 Low. Medium: Re-align curve to increase curve radius and increase cant. If re- DP1M6.3 184 813 184.462 184 891 184.506 alignment can be achieved within the existing track bed, resulting intervention: 0.044 Low. 1 Medium: Re-align curve to increase curve radius and increase cant. If re- DP1M7.1 190 49 190.028 190 255 190.145 alignment can be achieved within the existing track bed, resulting intervention: 0.117 Low. High: Increasing the cant will make section compliant, however we recommend re-aligning the curve to increase the radius to future proof and aid DP1M7.2 190 341 190.194 190 407 190.231 maintenance. High intervention due to overbridge, If no alterations is required 0.037 to the bridge and re-alignment can be achieved within railway boundary, resultant intervention: Medium. Minimum radius = 953m (E=150mm D=110mm) Overbridge (190. 218) Overbridge 7 188 1276 188.725 192 242 192.138 90 3.412 137 (190.470) Platform (190.469) to (190.640) Footbridge (190.545) Signal gantry High: Re-align curve to increase curve radius and adjust cant. High intervention due to Overbridge and S&C in area. If no alterations is required to (190.898) DP1M7.3 190 503 190.286 190 832 190.473 0.187 bridge, and realignment can be achieved within existing railway boundary, resultant intervention: medium
High: Increase transition lengths. High intervention due to multiple structures. DP1M7.4 190 832 190.473 190 1051 190.597 0.124 If no alterations is required to the bridges, resultant intervention: Low
No intervention as existing line speed is retained. Refer to assumption 1 in DP1M7.5 section 5.1 of the report. Mileage 190.879 to 191.039, Cant surplus.
Total 0.334 0.587
Speed sections allocated to a route section is based on a best fit basis.
Minimum radius = 662m (E=150mm D=110mm) Underbridge (192.419) No intervention as existing line speed is retained. Refer to assumption 1 in 8 192 242 192.138 193 682 193.388 75 1.250 60 DP1M8.1 Underbridge (192.444) section 5.1 of the report. Mileage: 192.225 to 192.535 9 193 682 193.388 194 154 194.088 85 0.700 30 Minimum radius = 850m (E=150mm D=110mm) DP1M9.1 No Intervention 10 194 154 194.088 194 1540 194.875 90 0.787 31 Minimum radius = 953m (E=150mm D=110mm) Foot crossing (194.419) DP1M10.1 No Intervention 11 194 1540 194.875 198 880 198.500 100 3.625 131 Minimum radius = 1177m (E=150mm D=110mm) DP1M11.1 No Intervention
2 No intervention as existing line speed is retained. Refer to assumption 1 in 12 198 880 198.500 201 1078 201.613 90 3.113 125 Minimum radius = 953m (E=150mm D=110mm) Overbridge (198.762) DP1M12.1 section 5.1 of the report. Mileage 198.637 to 198.674 Cant surplus
No intervention as existing line speed is retained. Refer to assumption 1 in 13 201 1078 201.613 202 229 202.125 70 0.512 26 Minimum radius = 953m (E=150mm D=110mm) Underbridge (201.8630 DP1M13.1 section 5.1 of the report. Mileage 201.827 to 201.870 Cant surplus
14 202 229 202.125 202 1650 202.938 80 0.813 37 Minimum radius = 753m (E=150mm D=110mm) DP1M14.1 No Intervention Total Speed sections allocated to a route section is based on a best fit basis.
No intervention as existing line speed is retained. Refer to assumption 1 in DP1M15.1 section 5.1 of the report Mileage 203.549 to 203.691 Cant surplus.
No intervention as existing line speed is retained. Refer to assumption 1 in DP1M15.2 section 5.1 of the report Mileage: 206.993 to 207.038 insufficient transition lengths. High: Re-align curve to increase curve radius and adjust cant. High due to DP1M15.3 207 67 207.038 207 570 207.324 level crossing. To re-align curve, slues/land take will be in direction of 0.286 Minimum radius = 953m (E=150mm D=110mm) Overbridge (203.590) to (203.691) 3 15 202 1650 202.938 208 110 208.063 90 5.125 205 residential housing Level Crossing (207.235) Footbridge (207.471) DP1M15.4 207 570 207.324 207 713 207.405 Low: Increase transition lengths. 0.081
Medium: Increase transition lengths. Medium due to footbridge. If no DP1M15.5 207 723 207.411 207 845 207.480 0.069 alterations is required to the footbridge, resultant intervention: Low High: Re-align curve to increase curve radius and increase cant. High due to footbridge in vicinity. If no alterations is required to the footbridge and re- DP1M15.6 207 845 207.480 207 922 207.524 0.044 alignment can be achieved in the existing railway boundary, resultant intervention: Medium. Total 0.081 0.069 0.330 Speed sections allocated to a route section is based on a best fit basis.
Minimum radius = 144m (E=150mm D=110mm) 16 208 110 208.063 208 1650 208.938 40 0.875 79 Current NESA is 35mph, however Port Talbot Resignalling will be changing this to DP1M16.1 No intervention 40mph when it is commissioned in Easter 2019
4 No intervention as existing line speed is retained. Refer to assumption 1 in 17 208 1650 208.938 211 330 211.188 75 2.250 108 Minimum radius = 662m (E=150mm D=110mm) Underbridge (209.416) DP1M17.1 section 5.1 of the report. Mileage 209.385 to 209.447 Cant Surplus
18 211 330 211.188 211 440 211.250 65 0.063 3 Not Captured In RAG as train never achieves this speed DP1M18.1 No Intervention High: Re-align curve to increase curve radius and adjust cant. High due to DP1M19.1 211 452 211.257 211 1033 211.587 Overbridge. If no alterations is required to the bridge, and re-alignment can be 0.330 achieved within railway boundary, resultant intervention: Medium.
DP1M19.2 211 1033 211.587 211 1163 211.661 Low: Increase transition lengths. 0.074 DP1M19.3 211 1163 211.661 211 1295 211.736 Low: Increase transition lengths. 0.075 High: Re-align curve to increase curve radius and adjust cant. High intervention due to multiple overbridges. If no alterations is required to the DP1M19.4 211 1295 211.736 211 1734 211.985 0.249 bridges, and re-alignment can be achieved within existing railway boundary resultant intervention: Medium. High: Increase cant. High due to an overbridge, if no alterations is required to DP1M19.5 212 116 212.066 212 709 212.403 0.337 the bridge, resultant intervention: Low DP1M19.6 213 903 213.513 213 1121 213.637 Low: Increase transition lengths. 0.124
Medium: Re-align curve to increase curve radius and adjust cant. Medium intervention due to in vicinity of an underbridge. If no alterations is required to DP1M19.7 213 1121 213.637 213 1308 213.743 0.106 the bridge and if re-alignment can be achieved within the existing track bed, resultant intervention: Low.
High: Increase transition lengths. High intervention due to underbridge. If no DP1M19.8 213 1308 213.743 213 1547 213.879 0.136 alterations is required to the bridges, resultant intervention: Low Minimum radius = 1062m (E=150mm D=110mm) Overbridge (211.566) Overbridge (211.749) Overbridge (211.767) Overbridge (211.789) Overbridge (211.859) 19 211 440 211.250 215 44 215.025 95 3.775 143 No intervention at Landore viaduct and high mileage of this structure. These Platform (212.013) to (212.092) Overbridge (212.103) Underbridge (213.755) locations would require very high interventions which would impact the viaduct Viaduct (214.491) to (214.710) Underbridge (214.823) Underbridge (215.078) DP1M19.9 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 214.524 to 214.605 Insufficient transition lengths
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1M19.10 and the SWA line, which is constrained from a Track perspective. Refer to 4 Design Log entry. Mileage 214.648 to 214.765 Insufficient transition lengths.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1M19.11 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 214.765 to 214.803 Re-alignment required.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1M19.12 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 214.803 to 214.865 Insufficient transition lengths.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1M19.13 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 214.865 to 215.028 Re-alignment required.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1M 20.1 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 215.041 to 215.084 Insufficient transition lengths.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1M 20.2 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 215.084 to 215.109. Insufficient transition lengths. Minimum radius = 577m (E=150mm D=110mm) Underbridge (215.103) 20 215 44 215.025 215 1320 215.750 70 0.725 37 Underbridge (215.193) No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1M 20.3 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 215.165 to 215.171 Re-alignment required.
No intervention at Landore viaduct and high mileage of this structure. These locations would require very high interventions which would impact the viaduct DP1M 20.4 and the SWA line, which is constrained from a Track perspective. Refer to Design Log entry. Mileage 215.171 to 215.226 insufficient transition lengths.
21 215 1320 215.750 216 154 216.088 30 0.338 41 Swansea Station DP1M 21.1 No intervention Total 0.273 0.106 1.052 Speed sections allocated to a route section is based on a best fit basis.
Totals for section: 47.088 2239 Total length of interventions by category (Decimal) : 0.435 0.912 2.886 Total length of interventions by category (Yards) : 766 1605 5079 Total decimal miles of interventions (Decimal): 4.233 Total length of interventions (Yards): 7450
Appendix B3:
Appendix Item Track Component Review
Page 52 of File Ref: 161034-NRD-G1-CDSW-REP-EMF-100000 Issue No: P.01 59
Start Location End Location Left rail year of Right rail year of Line Track ID Left Rail Type Right Rail Type Jointed/Welded Sleeper type Sleeper year Baseplate type Rail Fastening Rail Fixing installation installation Miles Yards Decimal Miles Miles Yards Decimal Miles SWM2 1100 169 436 169.248 169 451 169.256 TransitionRai TransitionRai CWR 2003 2003 G44 CONCRETE SLPR 2003 Fastclip Integral Concrete Sleeper SWM2 1100 169 451 169.256 169 970 169.551 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 1971 PAN11 BASEPLATE Pandrol Fastening Integral Concrete Sleeper SWM2 1100 169 970 169.551 169 1140 169.648 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 169 1140 169.648 169 1263 169.718 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 EF25 CONCRETE SLEEPR 1987 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 169 1263 169.718 169 1265 169.719 TransitionRai TransitionRai CWR 2015 2015 F27 CONCRETE SLEEPR 2015 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 169 1265 169.719 169 1283 169.729 TransitionRai TransitionRai CWR 2015 2015 G44 CONCRETE SLPR 2015 Fastclip Integral Concrete Sleeper SWM2 1100 169 1283 169.729 169 1319 169.749 UIC60Flatbottom UIC60Flatbottom CWR 2015 2015 G44 CONCRETE SLPR 2015 Fastclip Integral Concrete Sleeper SWM2 1100 169 1319 169.749 169 1322 169.751 UIC60Flatbottom UIC60Flatbottom CWR 2015 2015 EF25 CONCRETE SLEEPR 1987 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 170 1192 170.677 170 1205 170.685 BS113AFlatbottom BS113AFlatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 1100 170 1205 170.685 170 1210 170.687 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 EF25 CONCRETE SLEEPR 1972 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 170 1210 170.687 170 1212 170.689 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1971 1971 1972 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 1100 170 1212 170.689 170 1232 170.7 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 EF25 CONCRETE SLEEPR 1972 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 170 1232 170.7 170 1234 170.701 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1971 1971 1972 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 1100 170 1234 170.701 170 1248 170.709 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 EF25 CONCRETE SLEEPR 1972 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 170 1248 170.709 170 1278 170.726 109lbFlatbottom 109lbFlatbottom CWR 1960 1960 1979 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 170 1278 170.726 170 1363 170.774 BS113AFlatbottom BS113AFlatbottom CWR 1977 1977 EF25 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 170 1363 170.774 171 596 171.339 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 171 596 171.339 171 616 171.35 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 1971 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWM2 1100 171 616 171.35 171 990 171.563 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 171 990 171.563 171 992 171.564 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1969 1969 1969 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 1100 171 992 171.564 171 997 171.566 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 171 997 171.566 171 1016 171.577 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 171 1083 171.615 171 1098 171.624 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 171 1098 171.624 171 1100 171.625 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 171 1100 171.625 171 1102 171.626 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1984 1984 1970 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 1100 171 1102 171.626 171 1188 171.675 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 171 1188 171.675 171 1190 171.676 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1984 1984 1970 PAN BASEPLATES Pandrol Fastening Screwed SWM2 1100 171 1190 171.676 171 1220 171.693 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 171 1220 171.693 171 1250 171.71 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 171 1250 171.71 171 1253 171.712 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 171 1253 171.712 171 1260 171.716 Not Known SWM2 1100 171 1309 171.744 171 1311 171.745 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 171 1311 171.745 171 1340 171.761 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 171 1340 171.761 171 1342 171.762 BS113AFlatbottom BS113AFlatbottom CWR 1988 1988 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 171 1342 171.762 171 1344 171.764 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1988 1988 1966 PAN BASEPLATES Pandrol Fastening Screwed SWM2 1100 171 1344 171.764 171 1394 171.792 BS113AFlatbottom BS113AFlatbottom CWR 1988 1988 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 171 1394 171.792 171 1411 171.802 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 171 1411 171.802 171 1493 171.848 BS110AFlatbottom BS110AFlatbottom CWR 1998 1998 1998 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 171 1493 171.848 171 1510 171.858 BS113AFlatbottom BS113AFlatbottom CWR 1989 1989 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 171 1510 171.858 171 1512 171.859 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1989 1989 1966 PAN BASEPLATES Pandrol Fastening Screwed SWM2 1100 171 1512 171.859 172 440 172.25 BS113AFlatbottom BS113AFlatbottom CWR 1989 1989 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 172 440 172.25 172 660 172.375 BS113AFlatbottom BS113AFlatbottom CWR 1989 1989 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 172 660 172.375 172 1038 172.59 BS113AFlatbottom BS113AFlatbottom CWR 1990 1990 F40 CONCRETE SLP 1990 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 172 1038 172.59 172 1724 172.98 BS113AFlatbottom BS113AFlatbottom CWR 1990 2001 F40 CONCRETE SLP 1990 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 172 1724 172.98 172 1727 172.981 TransitionRai TransitionRai CWR 2008 2008 F40 CONCRETE SLP 1990 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 172 1727 172.981 172 1744 172.991 TransitionRai TransitionRai CWR 2008 2008 G44 CONCRETE SLPR 2008 Fastclip Integral Concrete Sleeper SWM2 1100 172 1744 172.991 173 330 173.187 UIC60Flatbottom UIC60Flatbottom CWR 2008 2008 G44 CONCRETE SLPR 2008 Fastclip Integral Concrete Sleeper SWM2 1100 173 330 173.187 173 1118 173.635 UIC60Flatbottom UIC60Flatbottom CWR 2008 2008 G44 CONCRETE SLPR 2008 Fastclip Integral Concrete Sleeper SWM2 1100 173 1118 173.635 173 1134 173.644 TransitionRai TransitionRai CWR 2008 2008 G44 CONCRETE SLPR 2008 Fastclip Integral Concrete Sleeper SWM2 1100 173 1134 173.644 173 1136 173.645 TransitionRai TransitionRai CWR 2008 2008 F19 CONCRETE SLEEPR 1959 SHC Clip Integral Concrete Sleeper SWM2 1100 173 1136 173.645 173 1287 173.731 BS113AFlatbottom BS113AFlatbottom CWR 1973 2001 F19 CONCRETE SLEEPR 1959 SHC Clip Integral Concrete Sleeper SWM2 1100 173 1287 173.731 173 1392 173.791 BS113AFlatbottom BS113AFlatbottom CWR 1973 1973 F19 CONCRETE SLEEPR 1959 SHC Clip Integral Concrete Sleeper SWM2 1100 173 1392 173.791 173 1441 173.819 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 173 1441 173.819 173 1695 173.963 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 F19 CONCRETE SLEEPR 1961 SHC Clip Integral Concrete Sleeper SWM2 1100 173 1695 173.963 173 1703 173.968 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 173 1703 173.968 173 1731 173.984 BS113AFlatbottom BS113AFlatbottom CWR 2013 2013 1981 PAN11 BASEPLATE Pandrol Fastening Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 173 1731 173.984 174 198 174.112 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 F19 CONCRETE SLEEPR 1961 SHC Clip Integral Concrete Sleeper SWM2 1100 174 198 174.112 174 484 174.275 BS113AFlatbottom BS113AFlatbottom CWR 1974 2001 F19 CONCRETE SLEEPR 1961 SHC Clip Integral Concrete Sleeper SWM2 1100 174 484 174.275 174 496 174.282 BS113AFlatbottom BS113AFlatbottom CWR 1991 2001 F40 CONCRETE SLP 1991 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 174 496 174.282 174 516 174.293 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 174 516 174.293 174 823 174.468 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 174 823 174.468 174 867 174.493 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 174 867 174.493 174 1527 174.868 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 174 1527 174.868 174 1540 174.875 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 174 1540 174.875 174 1544 174.877 TransitionRai TransitionRai CWR 2006 2006 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 174 1544 174.877 174 1739 174.988 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 174 1739 174.988 175 418 175.238 BS110AFlatbottom BS110AFlatbottom CWR 1999 1999 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 175 418 175.238 175 440 175.25 BS110AFlatbottom BS110AFlatbottom CWR 1999 1999 F40 CONCRETE SLP 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 175 440 175.25 175 1320 175.75 BS110AFlatbottom BS113AFlatbottom CWR 1966 2001 F40 CONCRETE SLP 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 175 1320 175.75 175 1418 175.806 BS110AFlatbottom BS113AFlatbottom CWR 1967 2000 F40 CONCRETE SLP 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 175 1418 175.806 175 1426 175.81 TransitionRai TransitionRai CWR 2009 2009 F40 CONCRETE SLP 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 175 1426 175.81 175 1438 175.817 TransitionRai TransitionRai CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 175 1438 175.817 175 1459 175.829 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 175 1459 175.829 176 770 176.438 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 176 770 176.438 176 1320 176.75 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 176 1320 176.75 176 1332 176.757 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 176 1332 176.757 176 1337 176.76 TransitionRai TransitionRai CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 176 1337 176.76 176 1352 176.768 UIC60Flatbottom UIC60Flatbottom CWR 2012 2012 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 176 1352 176.768 176 1353 176.769 UIC60Flatbottom UIC60Flatbottom CWR 2012 2012 F23 CONCRETE SLEEPR 1967 Fastclip Integral Concrete Sleeper SWM2 1100 176 1353 176.769 178 281 178.16 UIC60Flatbottom UIC60Flatbottom CWR 2012 2012 F23 CONCRETE SLEEPR 1967 Fastclip Integral Concrete Sleeper SWM2 1100 178 281 178.16 178 850 178.483 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 178 850 178.483 178 880 178.5 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 178 880 178.5 178 1100 178.625 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 178 1100 178.625 178 1320 178.75 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F19 CONCRETE SLEEPR 1961 SHC Clip Integral Concrete Sleeper SWM2 1100 178 1320 178.75 178 1716 178.975 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F40 CONCRETE SLP 1992 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 178 1716 178.975 178 1738 178.988 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F40 CONCRETE SLP 1992 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 178 1738 178.988 178 1740 178.989 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2001 2001 1992 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 1100 178 1740 178.989 179 3 179.002 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F40 CONCRETE SLP 1992 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 68 179.039 179 88 179.05 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F40 CONCRETE SLP 1992 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 88 179.05 179 90 179.051 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2001 2011 1992 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 1100 179 90 179.051 179 154 179.088 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F40 CONCRETE SLP 1992 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 154 179.088 179 198 179.112 BS110AFlatbottom BS110AFlatbottom CWR 1961 1961 F40 CONCRETE SLP 1988 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 198 179.112 179 220 179.125 113lbFlatbottom 113lbFlatbottom CWR 2018 2018 F40 CONCRETE SLP 1988 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 220 179.125 179 231 179.131 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F40 CONCRETE SLP 1988 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 231 179.131 179 315 179.179 BS110AFlatbottom BS110AFlatbottom CWR 1961 1961 F40 CONCRETE SLP 1988 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 315 179.179 179 330 179.187 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F19 CONCRETE SLEEPR 1966 SHC Clip Integral Concrete Sleeper SWM2 1100 179 330 179.187 179 550 179.312 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F19 CONCRETE SLEEPR 1966 SHC Clip Integral Concrete Sleeper SWM2 1100 179 550 179.312 179 594 179.337 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F19 CONCRETE SLEEPR 1966 SHC Clip Integral Concrete Sleeper SWM2 1100 179 594 179.337 179 814 179.462 BS113AFlatbottom BS113AFlatbottom CWR 1993 1993 F40 CONCRETE SLP 1993 Pandrol Fastening Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 179 814 179.462 179 862 179.49 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F19 CONCRETE SLEEPR 1966 SHC Clip Integral Concrete Sleeper SWM2 1100 179 862 179.49 179 890 179.506 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 890 179.506 179 1017 179.578 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 1017 179.578 179 1108 179.63 UIC60Flatbottom UIC60Flatbottom CWR 2003 2003 G44 CONCRETE SLPR 2003 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 1156 179.657 179 1197 179.68 UIC60Flatbottom UIC60Flatbottom CWR 2003 2003 G44 CONCRETE SLPR 2003 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 1197 179.68 179 1202 179.683 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F27 CONCRETE SLEEPR 1972 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 1202 179.683 179 1212 179.689 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 1212 179.689 179 1252 179.711 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 1977 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 179 1252 179.711 179 1441 179.819 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 1441 179.819 179 1518 179.862 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 1518 179.862 179 1536 179.873 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 1536 179.873 179 1645 179.935 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 179 1645 179.935 180 55 180.031 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 180 55 180.031 180 161 180.091 BS113AFlatbottom BS113AFlatbottom CWR 2000 2001 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 180 161 180.091 180 688 180.391 BS113AFlatbottom BS113AFlatbottom CWR 2000 2001 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 180 688 180.391 180 814 180.462 BS113AFlatbottom BS113AFlatbottom CWR 2000 2001 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 180 814 180.462 180 924 180.525 BS113AFlatbottom BS113AFlatbottom CWR 2000 2001 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 180 924 180.525 180 1320 180.75 BS113AFlatbottom BS110AFlatbottom CWR 2001 1966 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 180 1320 180.75 180 1391 180.79 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 EF29 CONCRETE 1986 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 180 1391 180.79 180 1430 180.812 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 180 1430 180.812 180 1563 180.888 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 180 1563 180.888 181 271 181.154 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 181 271 181.154 181 310 181.176 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 181 310 181.176 181 341 181.194 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 1977 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 181 341 181.194 181 514 181.292 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 181 514 181.292 181 541 181.307 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 181 541 181.307 181 560 181.318 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 181 560 181.318 181 880 181.5 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 181 880 181.5 181 882 181.501 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 2007 PAN BASEPLATES Pandrol Fastening Screwed SWM2 1100 181 882 181.501 181 968 181.55 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 181 968 181.55 181 990 181.563 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 EG47 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 181 990 181.563 181 992 181.564 UIC60Flatbottom UIC60Flatbottom Adjustment Switch 2007 2007 2007 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 181 992 181.564 181 1606 181.913 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 181 1606 181.913 181 1608 181.914 UIC60Flatbottom UIC60Flatbottom Adjustment Switch 2007 2007 2007 PAN BASEPLATES Pandrol Fastening Screwed SWM2 1100 181 1608 181.914 181 1631 181.927 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 181 1631 181.927 181 1646 181.935 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 181 1646 181.935 181 1650 181.937 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 181 1650 181.937 181 1662 181.944 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 1979 Pandrol Fastening Screwed SWM2 1100 181 1662 181.944 181 1663 181.945 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 181 1663 181.945 181 1700 181.966 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 181 1700 181.966 181 1718 181.976 TransitionRai TransitionRai Long Welded Rail 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 181 1718 181.976 181 1720 181.977 113lbFlatbottom 113lbFlatbottom Adjustment Switch 2009 2009 2009 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 181 1720 181.977 181 1739 181.988 113lbFlatbottom 113lbFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 181 1739 181.988 181 1750 181.994 113lbFlatbottom 113lbFlatbottom Long Welded Rail 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 181 1750 181.994 181 1752 181.995 113lbFlatbottom 113lbFlatbottom Adjustment Switch 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 181 1752 181.995 181 1757 181.998 113lbFlatbottom 113lbFlatbottom Long Welded Rail 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 182 42 182.024 182 50 182.028 113lbFlatbottom 113lbFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 182 50 182.028 182 52 182.03 113lbFlatbottom 113lbFlatbottom Adjustment Switch 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 182 52 182.03 182 64 182.036 113lbFlatbottom 113lbFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 182 64 182.036 182 66 182.037 113lbFlatbottom 113lbFlatbottom Adjustment Switch 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 182 66 182.037 182 82 182.047 113lbFlatbottom 113lbFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 182 82 182.047 182 103 182.059 TransitionRai TransitionRai Long Welded Rail 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 182 103 182.059 182 909 182.516 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 182 909 182.516 182 922 182.524 TransitionRai TransitionRai Long Welded Rail 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 182 922 182.524 182 929 182.528 TransitionRai TransitionRai Long Welded Rail 2009 2009 F40 CONCRETE SLP 1995 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 182 929 182.528 182 937 182.532 113lbFlatbottom 113lbFlatbottom CWR 2009 2009 F40 CONCRETE SLP 1995 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 182 937 182.532 182 939 182.534 113lbFlatbottom 113lbFlatbottom CWR 2008 2008 F40 CONCRETE SLP 1995 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 182 939 182.534 182 1176 182.668 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F40 CONCRETE SLP 1995 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 182 1176 182.668 182 1307 182.743 BS113AFlatbottom BS110AFlatbottom CWR 1999 1967 F40 CONCRETE SLP 1995 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 182 1307 182.743 182 1320 182.75 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F40 CONCRETE SLP 1995 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 182 1320 182.75 182 1408 182.8 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F40 CONCRETE SLP 1995 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 182 1408 182.8 182 1650 182.937 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 182 1650 182.937 183 0 183 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 183 0 183 183 26 183.015 BS113AFlatbottom RailWeightNotKnow CWR 1999 2007 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 183 26 183.015 183 210 183.119 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 183 210 183.119 183 229 183.13 TransitionRai TransitionRai Long Welded Rail 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 183 229 183.13 183 299 183.17 UIC60Flatbottom UIC60Flatbottom Long Welded Rail 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 183 299 183.17 183 340 183.193 UIC60Flatbottom UIC60Flatbottom Long Welded Rail 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 183 340 183.193 183 748 183.425 UIC60Flatbottom UIC60Flatbottom Long Welded Rail 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 183 748 183.425 183 1131 183.643 UIC60Flatbottom UIC60Flatbottom Long Welded Rail 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 183 1131 183.643 183 1149 183.653 TransitionRai TransitionRai Long Welded Rail 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 183 1149 183.653 183 1319 183.749 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 183 1319 183.749 183 1320 183.75 BS113AFlatbottom BS113AFlatbottom CWR 2008 1969 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 183 1320 183.75 183 1408 183.8 BS113AFlatbottom BS113AFlatbottom CWR 2008 2002 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 183 1408 183.8 183 1433 183.814 BS113AFlatbottom BS113AFlatbottom CWR 2011 2011 F27 CONCRETE SLEEPR 1969 Obsolete Integral Concrete Sleeper SWM2 1100 183 1433 183.814 183 1628 183.925 BS113AFlatbottom BS113AFlatbottom CWR 2008 2002 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 183 1628 183.925 184 219 184.124 BS113AFlatbottom BS113AFlatbottom CWR 2008 2002 F27 CONCRETE SLEEPR 1969 Fastclip Integral Concrete Sleeper SWM2 1100 184 219 184.124 184 374 184.213 BS113AFlatbottom BS113AFlatbottom CWR 1969 2002 F27 CONCRETE SLEEPR 1969 Fastclip Integral Concrete Sleeper SWM2 1100 184 374 184.213 184 704 184.4 BS113AFlatbottom BS113AFlatbottom CWR 1969 2002 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 184 704 184.4 184 902 184.513 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 184 902 184.513 184 1068 184.607 BS113AFlatbottom BS113AFlatbottom CWR 1969 2002 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 184 1068 184.607 184 1133 184.644 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 184 1133 184.644 184 1276 184.725 BS113AFlatbottom BS113AFlatbottom CWR 1969 2002 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 184 1276 184.725 184 1325 184.753 113lbFlatbottom 113lbFlatbottom CWR 2004 2004 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 184 1325 184.753 184 1408 184.8 113lbFlatbottom 113lbFlatbottom CWR 2004 2004 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 184 1408 184.8 184 1444 184.82 113lbFlatbottom 113lbFlatbottom Long Welded Rail 2004 2004 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 184 1444 184.82 184 1668 184.948 113lbFlatbottom 113lbFlatbottom Long Welded Rail 2004 2004 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 184 1668 184.948 184 1710 184.972 113lbFlatbottom 113lbFlatbottom CWR 2004 2004 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 184 1710 184.972 185 0 185 113lbFlatbottom 113lbFlatbottom CWR 2004 2004 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 185 0 185 185 550 185.312 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 185 550 185.312 186 660 186.375 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 1100 186 660 186.375 186 666 186.378 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 186 666 186.378 186 885 186.503 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 186 885 186.503 186 946 186.537 BS113AFlatbottom BS113AFlatbottom CWR 2004 1999 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 186 946 186.537 186 979 186.556 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 186 979 186.556 186 991 186.563 TransitionRai TransitionRai CWR 2004 2004 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 186 991 186.563 186 1130 186.642 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F40 CONC.SLP.1435MM 1998 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1130 186.642 186 1154 186.656 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F40 CONC.SLP.1435MM 1998 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1154 186.656 186 1209 186.687 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F40 CONC.SLP.1435MM 1998 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1209 186.687 186 1319 186.749 BS113AFlatbottom BS113AFlatbottom CWR 2010 1999 F40 CONC.SLP.1435MM 1998 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1319 186.749 186 1320 186.75 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F40 CONC.SLP.1435MM 1998 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1320 186.75 186 1322 186.751 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1999 1999 1998 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1322 186.751 186 1349 186.766 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F40 CONC.SLP.1435MM 1998 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1404 186.798 186 1422 186.808 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 EF25 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1422 186.808 186 1430 186.812 BS113AFlatbottom BS113AFlatbottom CWR 2001 1998 EF25 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1430 186.812 186 1432 186.814 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2001 1998 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1432 186.814 186 1452 186.825 BS113AFlatbottom BS113AFlatbottom CWR 2001 1998 EF25 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 186 1452 186.825 187 395 187.224 BS113AFlatbottom BS113AFlatbottom CWR 2010 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 187 395 187.224 187 417 187.237 BS113AFlatbottom BS113AFlatbottom CWR 1968 2008 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 187 417 187.237 187 578 187.328 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 187 578 187.328 187 580 187.33 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2013 1968 1968 PAN BASEPLATES Pandrol Fastening Screwed SWM2 1100 187 580 187.33 187 592 187.336 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 187 655 187.372 187 664 187.377 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 187 664 187.377 187 667 187.379 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 G44 CONCRETE SLPR 2010 Fastclip Integral Concrete Sleeper SWM2 1100 187 667 187.379 187 676 187.384 BS113AFlatbottom BS113AFlatbottom CWR 2010 2010 G44 CONCRETE SLPR 2010 Fastclip Integral Concrete Sleeper SWM2 1100 187 676 187.384 187 678 187.385 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2010 2010 G44 CONCRETE SLPR 2010 Fastclip Integral Concrete Sleeper SWM2 1100 187 678 187.385 187 706 187.401 TransitionRai TransitionRai CWR 2010 2010 G44 CONCRETE SLPR 2010 Fastclip Integral Concrete Sleeper SWM2 1100 187 706 187.401 187 1360 187.773 UIC60Flatbottom UIC60Flatbottom CWR 2010 2010 G44 CONCRETE SLPR 2010 Fastclip Integral Concrete Sleeper SWM2 1100 187 1360 187.773 187 1374 187.781 UIC60Flatbottom UIC60Flatbottom CWR 2010 2010 EG47 CONCRETE SLPR 2010 Fastclip Integral Concrete Sleeper SWM2 1100 187 1374 187.781 188 877 188.498 UIC60Flatbottom UIC60Flatbottom CWR 2010 2010 G44 CONCRETE SLPR 2010 Fastclip Integral Concrete Sleeper SWM2 1100 188 877 188.498 188 880 188.5 UIC60Flatbottom UIC60Flatbottom CWR 2010 2010 G44 CONCRETE SLPR 2010 Fastclip Integral Concrete Sleeper SWM2 1100 188 880 188.5 188 892 188.507 TransitionRai TransitionRai CWR 2010 2010 G44 CONCRETE SLPR 2010 Fastclip Integral Concrete Sleeper SWM2 1100 188 892 188.507 188 899 188.511 TransitionRai TransitionRai CWR 2010 2010 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 188 899 188.511 188 1460 188.83 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 188 1460 188.83 188 1480 188.841 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 1973 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWM2 1100 188 1480 188.841 188 1660 188.943 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 188 1660 188.943 189 154 189.088 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 189 154 189.088 189 396 189.225 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 189 396 189.225 189 894 189.508 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 189 894 189.508 189 1560 189.886 BS113AFlatbottom BS113AFlatbottom CWR 1988 1988 F40 CONCRETE SLP 1988 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 189 1560 189.886 189 1624 189.923 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 189 1624 189.923 189 1738 189.988 BS113AFlatbottom BS113AFlatbottom CWR 2018 1969 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 189 1738 189.988 190 27 190.015 BS113AFlatbottom BS113AFlatbottom CWR 2018 2001 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 27 190.015 190 64 190.036 BS113AFlatbottom BS113AFlatbottom CWR 2018 2013 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 64 190.036 190 264 190.15 BS113AFlatbottom BS113AFlatbottom CWR 2018 2001 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 264 190.15 190 275 190.156 BS113AFlatbottom BS113AFlatbottom CWR 2018 1969 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 275 190.156 190 317 190.18 BS113AFlatbottom BS113AFlatbottom CWR 2018 2001 G44 CONCRETE SLPR 2001 Fastclip Integral Concrete Sleeper SWM2 1100 190 317 190.18 190 325 190.185 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 G44 CONCRETE SLPR 2001 Fastclip Integral Concrete Sleeper SWM2 1100 190 325 190.185 190 326 190.185 BS113AFlatbottom BS113AFlatbottom CWR 2018 2001 G44 CONCRETE SLPR 2001 Fastclip Integral Concrete Sleeper SWM2 1100 190 326 190.185 190 543 190.309 BS113AFlatbottom BS113AFlatbottom CWR 2018 2001 G44 CONCRETE SLPR 2001 Fastclip Integral Concrete Sleeper SWM2 1100 190 543 190.309 190 578 190.328 BS113AFlatbottom BS113AFlatbottom CWR 2018 2012 G44 CONCRETE SLPR 2001 Fastclip Integral Concrete Sleeper SWM2 1100 190 578 190.328 190 722 190.41 BS113AFlatbottom BS113AFlatbottom CWR 2018 2001 G44 CONCRETE SLPR 2001 Fastclip Integral Concrete Sleeper SWM2 1100 190 722 190.41 190 760 190.432 BS113AFlatbottom BS113AFlatbottom CWR 2018 2014 G44 CONCRETE SLPR 2001 Fastclip Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 190 760 190.432 190 790 190.449 BS113AFlatbottom BS113AFlatbottom CWR 2018 2014 G44 CONCRETE SLPR 2001 Fastclip Integral Concrete Sleeper SWM2 1100 190 790 190.449 190 847 190.481 BS113AFlatbottom BS113AFlatbottom CWR 2018 2001 G44 CONCRETE SLPR 2001 Fastclip Integral Concrete Sleeper SWM2 1100 190 847 190.481 190 1012 190.575 BS113AFlatbottom BS113AFlatbottom CWR 2018 1999 G44 CONCRETE SLPR 2001 Fastclip Integral Concrete Sleeper SWM2 1100 190 1012 190.575 190 1019 190.579 BS113AFlatbottom BS113AFlatbottom CWR 2018 1999 F40 CONC.SLP.1435MM 1999 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 1019 190.579 190 1155 190.656 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F40 CONC.SLP.1435MM 1999 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 1155 190.656 190 1176 190.668 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 1176 190.668 190 1178 190.669 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2012 2012 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 1178 190.669 190 1210 190.687 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 1210 190.687 190 1218 190.692 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 1294 190.735 190 1311 190.745 BS113AFlatbottom BS113AFlatbottom CWR 1976 1976 EF33 CONCRETE 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 190 1387 190.788 190 1390 190.79 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2011 2000 W402 STEEL SLEEPER 2000 Pandrol Fastening Screwed SWM2 1100 190 1390 190.79 190 1430 190.812 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 W402 STEEL SLEEPER 2000 Pandrol Fastening Fixing Not Known SWM2 1100 190 1430 190.812 191 301 191.171 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 W402 STEEL SLEEPER 2000 Pandrol Fastening Fixing Not Known SWM2 1100 191 301 191.171 191 320 191.182 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 191 320 191.182 191 322 191.183 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2000 2000 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 191 322 191.183 191 323 191.184 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 191 323 191.184 191 370 191.21 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 191 370 191.21 191 374 191.213 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2006 2006 2006 Fastclip Integral Concrete Sleeper SWM2 1100 191 374 191.213 191 398 191.226 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 191 447 191.254 191 462 191.262 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 191 462 191.262 191 472 191.268 TransitionRai TransitionRai CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 191 472 191.268 191 473 191.269 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 191 473 191.269 191 475 191.27 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 191 475 191.27 191 1030 191.585 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 191 1030 191.585 191 1511 191.859 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 191 1511 191.859 191 1544 191.877 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 191 1544 191.877 191 1577 191.896 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 191 1577 191.896 191 1639 191.931 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 EG47 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 191 1639 191.931 192 432 192.245 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 192 432 192.245 192 453 192.257 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 192 453 192.257 192 462 192.262 TransitionRai TransitionRai CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 192 462 192.262 192 473 192.269 TransitionRai TransitionRai CWR 2009 2009 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 192 473 192.269 192 660 192.375 BS113AFlatbottom BS113AFlatbottom CWR 2001 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 192 660 192.375 192 770 192.438 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 192 770 192.438 192 790 192.449 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 192 790 192.449 192 815 192.463 BS113AFlatbottom BS113AFlatbottom CWR 2010 2010 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 192 815 192.463 192 946 192.537 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 192 946 192.537 192 966 192.549 BS113AFlatbottom BS113AFlatbottom CWR 1984 2005 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 192 966 192.549 192 1738 192.988 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 192 1738 192.988 193 383 193.218 BS113AFlatbottom BS113AFlatbottom CWR 2001 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 193 383 193.218 193 403 193.229 TransitionRai TransitionRai CWR 2006 2006 EG47 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 193 403 193.229 193 418 193.238 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 EG47 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 193 418 193.238 193 561 193.319 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 EG47 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 193 561 193.319 193 572 193.325 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 EG47 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 193 572 193.325 193 594 193.337 TransitionRai TransitionRai CWR 2006 2006 EG47 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 193 594 193.337 193 935 193.531 BS113AFlatbottom BS113AFlatbottom CWR 1994 1994 F40 CONCRETE SLP 1994 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 193 935 193.531 193 968 193.55 BS113AFlatbottom BS113AFlatbottom CWR 2005 2005 F40 CONCRETE SLP 1994 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 193 968 193.55 193 1166 193.662 BS113AFlatbottom BS113AFlatbottom CWR 2005 2005 F40 CONC.SLP.1435MM 1998 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 193 1166 193.662 193 1392 193.791 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2001 Fastclip Integral Concrete Sleeper SWM2 1100 193 1392 193.791 193 1672 193.95 UIC60Flatbottom UIC60Flatbottom CWR 2003 2003 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 193 1672 193.95 194 704 194.4 UIC60Flatbottom UIC60Flatbottom CWR 2003 2003 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 194 704 194.4 194 724 194.411 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2011 2011 G44 CONCRETE SLPR 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 194 724 194.411 194 726 194.412 UIC60Flatbottom UIC60Flatbottom CWR 2003 2003 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 194 726 194.412 194 728 194.414 BS110AFlatbottom BS110AFlatbottom CWR 1965 1965 1965 SHC Clip Integral Concrete Sleeper SWM2 1100 194 728 194.414 194 737 194.419 BS110AFlatbottom BS110AFlatbottom CWR 1965 1965 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 1100 194 737 194.419 194 746 194.424 BS110AFlatbottom BS110AFlatbottom CWR 1965 1965 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 1100 194 793 194.451 194 797 194.453 BS113AFlatbottom BS113AFlatbottom CWR 1979 1979 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 1100 194 797 194.453 194 798 194.453 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 1100 194 798 194.453 194 806 194.458 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 194 806 194.458 194 808 194.459 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2017 2017 001 CONCRETE BEARER 2017 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 194 808 194.459 194 809 194.46 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 194 809 194.46 194 814 194.462 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 194 814 194.462 194 833 194.473 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 194 833 194.473 194 849 194.482 TransitionRai TransitionRai CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 194 849 194.482 194 1082 194.615 UIC60Flatbottom UIC60Flatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 194 1082 194.615 194 1098 194.624 UIC60Flatbottom UIC60Flatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 194 1098 194.624 194 1099 194.624 UIC60Flatbottom UIC60Flatbottom CWR 2017 2017 G44 CONCRETE SLPR 2015 Fastclip Integral Concrete Sleeper SWM2 1100 194 1099 194.624 194 1288 194.732 UIC60Flatbottom UIC60Flatbottom CWR 2015 2015 G44 CONCRETE SLPR 2015 Fastclip Integral Concrete Sleeper SWM2 1100 194 1288 194.732 194 1308 194.743 TransitionRai TransitionRai CWR 2015 2015 G44 CONCRETE SLPR 2015 Fastclip Integral Concrete Sleeper SWM2 1100 194 1308 194.743 194 1325 194.753 BS113AFlatbottom BS113AFlatbottom CWR 2015 2015 G44 CONCRETE SLPR 2015 Fastclip Integral Concrete Sleeper SWM2 1100 194 1325 194.753 194 1329 194.755 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2015 2015 G44 CONCRETE SLPR 2015 Fastclip Integral Concrete Sleeper SWM2 1100 194 1329 194.755 194 1341 194.762 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2015 2015 2015 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 194 1395 194.793 194 1406 194.799 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 1974 BR5 BASEPLATES Pandrol Fastening Screwed SWM2 1100 194 1406 194.799 194 1408 194.8 BS113AFlatbottom BS113AFlatbottom CWR 2005 2005 2005 Fastclip Integral Concrete Sleeper SWM2 1100 194 1408 194.8 194 1411 194.802 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2014 2014 2005 Pandrol Fastening Screwed SWM2 1100 194 1411 194.802 194 1473 194.837 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 1100 194 1473 194.837 194 1476 194.839 RailWeightNotKnow BS113AFlatbottom Adjustment Switch 2005 2014 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 1100 194 1476 194.839 195 1584 195.9 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 1100 195 1584 195.9 195 1594 195.906 BS113AFlatbottom BS113AFlatbottom CWR 2002 1977 2005 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 195 1594 195.906 195 1600 195.909 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 2005 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 195 1600 195.909 195 1608 195.914 UIC60Flatbottom UIC60Flatbottom CWR 2006 2014 2005 Fastclip Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 195 1608 195.914 195 1620 195.92 UIC60Flatbottom UIC60Flatbottom CWR 2006 2014 G44 CONCRETE SLPR 2006 Fastclip Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 195 1620 195.92 196 379 196.215 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 196 379 196.215 196 389 196.221 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 196 389 196.221 196 946 196.537 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 196 946 196.537 196 953 196.541 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 1100 196 953 196.541 197 66 197.037 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 1100 197 66 197.037 197 88 197.05 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 197 88 197.05 197 100 197.057 TransitionRai TransitionRai CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 197 100 197.057 197 704 197.4 UIC60Flatbottom UIC60Flatbottom CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 197 704 197.4 197 758 197.431 UIC60Flatbottom UIC60Flatbottom CWR 2000 2000 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 197 758 197.431 197 770 197.438 TransitionRai TransitionRai CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 197 770 197.438 197 803 197.456 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 1100 197 803 197.456 197 880 197.5 BS113AFlatbottom BS113AFlatbottom CWR 1997 1997 EF28 CONCRETE 1997 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 197 880 197.5 197 1518 197.862 BS113AFlatbottom BS113AFlatbottom CWR 1997 1997 EF28 CONCRETE 1997 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 197 1518 197.862 198 445 198.253 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 EF28 CONCRETE 2000 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 198 445 198.253 198 480 198.273 BS113AFlatbottom BS113AFlatbottom CWR 2000 2014 EF28 CONCRETE 2000 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 198 480 198.273 198 1100 198.625 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 EF28 CONCRETE 2000 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 198 1100 198.625 198 1140 198.648 BS113AFlatbottom BS113AFlatbottom CWR 2009 2000 EF28 CONCRETE 2000 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 198 1140 198.648 198 1218 198.692 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 EF28 CONCRETE 2000 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 198 1218 198.692 198 1227 198.697 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 EF28 CONCRETE 2000 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 198 1227 198.697 198 1231 198.699 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 EF29 CONCRETE 2012 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 198 1231 198.699 198 1254 198.713 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 EF28 CONCRETE 2000 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 198 1254 198.713 198 1256 198.714 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 2000 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 198 1256 198.714 198 1258 198.715 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 EF28 CONCRETE 2000 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 198 1258 198.715 198 1296 198.736 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 1100 198 1356 198.77 198 1375 198.781 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 1100 198 1375 198.781 198 1376 198.782 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 198 1376 198.782 198 1510 198.858 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 198 1510 198.858 198 1533 198.871 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 198 1533 198.871 198 1737 198.987 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 1971 BR5 BASEPLATES Pandrol Fastening Screwed SWM2 1100 198 1737 198.987 199 487 199.277 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 1971 BR5 BASEPLATES Pandrol Fastening Screwed SWM2 1100 199 487 199.277 199 488 199.277 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 1971 BR5 BASEPLATES Pandrol Fastening Screwed SWM2 1100 199 488 199.277 199 703 199.399 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 199 703 199.399 199 708 199.402 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 199 708 199.402 199 1266 199.719 BS110AFlatbottom BS110AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 199 1266 199.719 199 1320 199.75 BS110AFlatbottom BS110AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 199 1320 199.75 199 1353 199.769 BS110AFlatbottom BS110AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 199 1353 199.769 199 1600 199.909 BS110AFlatbottom BS110AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 199 1600 199.909 199 1672 199.95 BS110AFlatbottom BS110AFlatbottom CWR 1970 1970 F23 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 199 1672 199.95 200 297 200.169 BS110AFlatbottom BS110AFlatbottom CWR 1970 1970 F23 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 297 200.169 200 528 200.3 BS110AFlatbottom BS110AFlatbottom CWR 1970 1970 F23 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 528 200.3 200 550 200.312 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F23 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 550 200.312 200 556 200.316 BS110AFlatbottom BS110AFlatbottom CWR 1970 1970 F23 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 556 200.316 200 560 200.318 BS110AFlatbottom BS110AFlatbottom CWR 1970 1970 F23 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 560 200.318 200 572 200.325 BS113AFlatbottom BS113AFlatbottom CWR 1975 1975 F27 CONCRETE SLEEPR 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 572 200.325 200 574 200.326 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1975 1975 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 574 200.326 200 594 200.337 BS113AFlatbottom BS113AFlatbottom CWR 1975 1975 F27 CONCRETE SLEEPR 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 594 200.337 200 619 200.352 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 F27 CONCRETE SLEEPR 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 619 200.352 200 624 200.355 BS113AFlatbottom BS113AFlatbottom CWR 1975 2007 F27 CONCRETE SLEEPR 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 673 200.382 200 711 200.404 BS113AFlatbottom BS113AFlatbottom CWR 1975 1975 1975 BR5 BASEPLATES Pandrol Fastening Screwed SWM2 1100 200 759 200.431 200 770 200.438 BS113AFlatbottom BS113AFlatbottom CWR 1977 1977 F27 CONCRETE SLEEPR 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 770 200.438 200 772 200.439 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1977 1977 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 772 200.439 200 792 200.45 BS113AFlatbottom BS113AFlatbottom CWR 1977 1977 F27 CONCRETE SLEEPR 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 792 200.45 200 968 200.55 BS113AFlatbottom BS113AFlatbottom CWR 1977 1977 F27 CONCRETE SLEEPR 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 968 200.55 200 1154 200.656 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 200 1154 200.656 200 1156 200.657 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 1156 200.657 200 1171 200.665 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 1171 200.665 200 1320 200.75 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 1320 200.75 200 1726 200.981 BS113AFlatbottom BS113AFlatbottom CWR 1976 1976 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 200 1726 200.981 200 1746 200.992 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 200 1746 200.992 201 1251 201.711 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 201 1251 201.711 201 1268 201.72 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 201 1268 201.72 201 1269 201.721 UIC60Flatbottom UIC60Flatbottom CWR 2008 2008 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 201 1269 201.721 202 33 202.019 UIC60Flatbottom UIC60Flatbottom CWR 2008 2008 G44 CONCRETE SLPR 2008 Fastclip Integral Concrete Sleeper SWM2 1100 202 33 202.019 202 53 202.03 UIC60Flatbottom UIC60Flatbottom CWR 2008 2008 G44 CONCRETE SLPR 2008 Fastclip Integral Concrete Sleeper SWM2 1100 202 53 202.03 202 65 202.037 UIC60Flatbottom UIC60Flatbottom CWR 2008 2008 G44 CONCRETE SLPR 2008 Fastclip Integral Concrete Sleeper SWM2 1100 202 65 202.037 202 76 202.043 UIC60Flatbottom UIC60Flatbottom CWR 2008 2008 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 202 125 202.071 202 134 202.076 UIC60Flatbottom UIC60Flatbottom CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 202 134 202.076 202 181 202.103 UIC60Flatbottom UIC60Flatbottom CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 202 181 202.103 202 245 202.139 UIC60Flatbottom UIC60Flatbottom CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 202 294 202.167 202 308 202.175 RailWeightNotKnow RailWeightNotKnow CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 202 355 202.202 202 361 202.205 UIC60Flatbottom UIC60Flatbottom CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 202 361 202.205 202 371 202.211 UIC60Flatbottom UIC60Flatbottom CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 202 371 202.211 202 383 202.218 TransitionRai TransitionRai CWR 2012 2012 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 202 383 202.218 202 384 202.218 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 1100 202 384 202.218 202 832 202.473 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 1100 202 832 202.473 202 921 202.523 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 1100 202 921 202.523 202 925 202.526 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 202 925 202.526 202 1078 202.612 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 202 1078 202.612 202 1100 202.625 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 202 1100 202.625 202 1551 202.881 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 202 1551 202.881 202 1561 202.887 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 202 1561 202.887 202 1563 202.888 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 202 1563 202.888 202 1569 202.891 BS113AFlatbottom BS113AFlatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 202 1569 202.891 202 1578 202.897 BS113AFlatbottom BS113AFlatbottom CWR 2004 2008 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 1100 202 1578 202.897 202 1589 202.903 BS113AFlatbottom BS113AFlatbottom CWR 1979 2008 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 202 1638 202.931 202 1651 202.938 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 202 1651 202.938 202 1653 202.939 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2006 2006 2006 PAN BASEPLATES Pandrol Fastening Screwed SWM2 1100 202 1653 202.939 202 1689 202.96 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 202 1689 202.96 202 1727 202.981 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 1100 202 1727 202.981 202 1735 202.986 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 EF29 CONCRETE 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 202 1735 202.986 203 10 203.006 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 EF29 CONCRETE 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 203 10 203.006 203 44 203.025 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F27 CONCRETE SLEEPR 1981 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 203 44 203.025 203 176 203.1 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F27 CONCRETE SLEEPR 1981 CS3 Clip Integral Concrete Sleeper SWM2 1100 203 176 203.1 203 1360 203.773 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 203 1360 203.773 204 0 204 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F40 CONCRETE SLP 1989 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 204 0 204 204 242 204.137 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F40 CONCRETE SLP 1989 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 204 242 204.137 204 1253 204.712 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F40 CONCRETE SLP 1989 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 204 1253 204.712 204 1293 204.735 BS113AFlatbottom BS113AFlatbottom CWR 2008 2008 F40 CONCRETE SLP 1989 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 204 1293 204.735 205 0 205 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F40 CONCRETE SLP 1989 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 205 0 205 205 440 205.25 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F40 CONCRETE SLP 1988 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 205 440 205.25 205 441 205.251 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 205 441 205.251 205 443 205.252 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 205 443 205.252 205 482 205.274 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 205 537 205.305 205 539 205.306 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 F40 CONCRETE SLP 1988 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 205 539 205.306 205 551 205.313 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 205 551 205.313 205 556 205.316 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 1100 205 606 205.344 205 610 205.347 BS113AFlatbottom RailWeightNotKnow CWR 2017 2017 SWM2 1100 205 610 205.347 205 631 205.359 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 SWM2 1100 205 631 205.359 205 640 205.364 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 G44 CONCRETE SLPR 2003 Fastclip Integral Concrete Sleeper SWM2 1100 205 640 205.364 205 642 205.365 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2003 2003 2003 Pandrol Fastening Screwed SWM2 1100 205 642 205.365 206 264 206.15 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 G44 CONCRETE SLPR 2003 Fastclip Integral Concrete Sleeper SWM2 1100 206 264 206.15 206 276 206.157 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2003 Fastclip Integral Concrete Sleeper SWM2 1100 206 276 206.157 206 306 206.174 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 G44 CONCRETE SLPR 2003 Fastclip Integral Concrete Sleeper SWM2 1100 206 395 206.224 206 396 206.225 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 F27BS CONCRETE 1985 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 206 396 206.225 206 399 206.227 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 F27BS CONCRETE 1985 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 206 399 206.227 206 419 206.238 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 206 419 206.238 206 840 206.477 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 206 840 206.477 206 867 206.493 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 206 867 206.493 206 1126 206.64 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 206 1126 206.64 206 1145 206.651 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 206 1145 206.651 206 1166 206.662 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 206 1166 206.662 206 1168 206.664 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2007 2007 2007 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 206 1168 206.664 206 1183 206.672 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 206 1183 206.672 206 1184 206.673 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 F27 CONCRETE SLEEPR 1976 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 206 1184 206.673 206 1203 206.684 BS110AFlatbottom BS110AFlatbottom CWR 1976 1976 F27 CONCRETE SLEEPR 1976 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 206 1203 206.684 206 1208 206.686 BS110AFlatbottom BS110AFlatbottom CWR 1976 1976 F27 CONCRETE SLEEPR 1976 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 206 1247 206.709 206 1254 206.713 BS113AFlatbottom BS113AFlatbottom CWR 1982 1982 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 206 1254 206.713 206 1277 206.726 BS113AFlatbottom BS113AFlatbottom CWR 1980 1980 F27BS CONCRETE 1981 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 206 1277 206.726 206 1279 206.727 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1982 1982 1981 Fastening Not Known Screwed SWM2 1100 206 1279 206.727 206 1650 206.937 BS113AFlatbottom BS113AFlatbottom CWR 1980 1980 F27BS CONCRETE 1981 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 206 1650 206.937 207 63 207.036 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 F27BS CONCRETE 1981 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 63 207.036 207 83 207.047 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Direct Fastening (Rail to Timber Sleeper / Bearer) SWM2 1100 207 83 207.047 207 440 207.25 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 F27BS CONCRETE 1981 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 440 207.25 207 455 207.259 BS113AFlatbottom BS113AFlatbottom CWR 1980 1980 F27BS CONCRETE 1981 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 455 207.259 207 780 207.443 BS113AFlatbottom BS113AFlatbottom CWR 1972 1972 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 780 207.443 207 814 207.462 BS113AFlatbottom BS113AFlatbottom CWR 1972 2001 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 814 207.462 207 861 207.489 BS113AFlatbottom BS113AFlatbottom CWR 1972 1972 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 861 207.489 207 874 207.497 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 874 207.497 207 880 207.5 TransitionRai TransitionRai CWR 2007 2007 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 880 207.5 207 894 207.508 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 207 894 207.508 207 924 207.525 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 207 924 207.525 207 1100 207.625 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 207 1100 207.625 207 1211 207.688 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 207 1211 207.688 207 1268 207.72 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 207 1268 207.72 207 1286 207.731 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 207 1286 207.731 207 1304 207.741 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 207 1304 207.741 207 1319 207.749 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 1100 207 1319 207.749 207 1324 207.752 TransitionRai TransitionRai CWR 2007 2007 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 1324 207.752 207 1416 207.805 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 1416 207.805 207 1503 207.854 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 207 1503 207.854 208 345 208.196 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 345 208.196 208 492 208.28 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 EF29S CONCRETE SLPR 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 492 208.28 208 574 208.326 BS113AFlatbottom BS113AFlatbottom CWR 1984 1998 EF29S CONCRETE SLPR 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 574 208.326 208 594 208.337 BS113AFlatbottom BS113AFlatbottom CWR 1984 1998 1980 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 208 594 208.337 208 612 208.348 BS113AFlatbottom BS113AFlatbottom CWR 1984 1998 F27BS CONCRETE 1982 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 612 208.348 208 682 208.387 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1982 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 682 208.387 208 704 208.4 BS113AFlatbottom BS113AFlatbottom Long Welded Rail 1999 1999 F27BS CONCRETE 1982 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 704 208.4 208 760 208.432 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 760 208.432 208 880 208.5 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 880 208.5 208 882 208.501 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2002 2002 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 882 208.501 208 902 208.513 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 902 208.513 208 990 208.563 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 990 208.563 208 1044 208.593 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 1044 208.593 208 1046 208.594 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2002 2002 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 1046 208.594 208 1078 208.612 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 1078 208.612 208 1122 208.638 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 1122 208.638 208 1162 208.66 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 1999 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 1162 208.66 208 1184 208.673 BS113AFlatbottom BS113AFlatbottom CWR 1999 2008 HH10 STEEL SLP 113A 1999 Pandrol Fastening Multi groove locking pin SWM2 1100 208 1184 208.673 208 1592 208.905 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 1999 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 1592 208.905 208 1594 208.906 BS113AFlatbottom BS113AFlatbottom CWR 1999 1999 1999 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 208 1594 208.906 208 1596 208.907 BS113AFlatbottom BS110AFlatbottom CWR 1976 1963 1976 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 208 1596 208.907 208 1603 208.911 BS113AFlatbottom BS110AFlatbottom CWR 1976 1963 F27 CONCRETE SLEEPR 1976 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 1603 208.911 208 1650 208.937 BS113AFlatbottom BS113AFlatbottom CWR 1976 1976 F27 CONCRETE SLEEPR 1976 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 208 1650 208.937 209 440 209.25 BS113AFlatbottom BS113AFlatbottom CWR 1976 1976 F27 CONCRETE SLEEPR 1976 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 209 440 209.25 209 880 209.5 BS113AFlatbottom BS110AFlatbottom CWR 2006 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 209 880 209.5 209 1298 209.737 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 209 1298 209.737 209 1322 209.751 BS113AFlatbottom BS113AFlatbottom CWR 2006 2009 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 209 1322 209.751 209 1650 209.937 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 209 1650 209.937 209 1694 209.962 BS113AFlatbottom BS113AFlatbottom CWR 2006 2009 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 209 1694 209.962 209 1724 209.98 BS113AFlatbottom BS113AFlatbottom CWR 2006 2009 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 209 1724 209.98 210 5 210.003 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 210 0 210 210 5 210.003 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 210 0 210 210 440 210.25 BS113AFlatbottom BS113AFlatbottom CWR 2008 2008 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 210 440 210.25 210 797 210.453 BS113AFlatbottom BS113AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 210 797 210.453 210 1270 210.722 BS113AFlatbottom BS113AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 210 1270 210.722 210 1354 210.769 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 210 1354 210.769 211 172 211.098 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 211 172 211.098 211 320 211.182 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 211 320 211.182 211 539 211.306 BS110AFlatbottom BS113AFlatbottom CWR 1967 2001 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 211 539 211.306 211 660 211.375 BS110AFlatbottom BS113AFlatbottom CWR 1967 2004 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 211 660 211.375 211 729 211.414 BS110AFlatbottom BS113AFlatbottom CWR 1967 2004 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 211 729 211.414 211 744 211.423 BS110AFlatbottom BS113AFlatbottom CWR 1967 2004 2018 Fastclip Integral Concrete Sleeper SWM2 1100 211 744 211.423 211 748 211.425 BS110AFlatbottom BS113AFlatbottom CWR 1967 2004 2018 Fastclip Integral Concrete Sleeper SWM2 1100 211 748 211.425 211 857 211.487 109lbFlatbottom BS113AFlatbottom CWR 1959 2004 2018 Fastclip Integral Concrete Sleeper SWM2 1100 211 857 211.487 211 1312 211.745 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 2018 Fastclip Integral Concrete Sleeper SWM2 1100 211 1312 211.745 211 1323 211.752 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 2018 Fastclip Integral Concrete Sleeper SWM2 1100 211 1323 211.752 211 1324 211.752 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 211 1324 211.752 211 1694 211.962 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 211 1694 211.962 212 23 212.013 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 212 23 212.013 212 440 212.25 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 212 440 212.25 212 1650 212.937 BS113AFlatbottom BS113AFlatbottom CWR 2008 2008 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 212 1650 212.937 213 0 213 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 213 0 213 213 98 213.056 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 213 98 213.056 213 115 213.065 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 213 115 213.065 213 125 213.071 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 1100 213 125 213.071 213 140 213.08 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 213 140 213.08 213 159 213.09 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 213 159 213.09 213 242 213.137 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 213 242 213.137 213 308 213.175 BS113AFlatbottom BS113AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 213 308 213.175 213 539 213.306 BS113AFlatbottom BS113AFlatbottom CWR 1970 2006 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 213 539 213.306 213 880 213.5 BS113AFlatbottom BS113AFlatbottom CWR 1978 2006 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 213 880 213.5 213 1584 213.9 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 213 1584 213.9 214 817 214.464 BS113AFlatbottom BS113AFlatbottom CWR 1978 2006 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 214 817 214.464 214 819 214.465 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1978 2006 1978 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 214 819 214.465 214 855 214.486 BS113AFlatbottom BS113AFlatbottom CWR 1978 2006 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 214 855 214.486 214 880 214.5 BS113AFlatbottom BS113AFlatbottom CWR 1979 2006 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 214 880 214.5 214 1254 214.713 BS113AFlatbottom BS113AFlatbottom CWR 1979 1979 1979 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 214 1254 214.713 214 1256 214.714 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2001 2001 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 214 1256 214.714 214 1258 214.715 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F27 CONCRETE SLEEPR 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 214 1258 214.715 214 1272 214.723 BS113AFlatbottom BS113AFlatbottom CWR 1979 2001 F27 CONCRETE SLEEPR 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 214 1272 214.723 214 1276 214.725 BS113AFlatbottom BS113AFlatbottom CWR 1999 2001 F27 CONCRETE SLEEPR 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 1100 214 1276 214.725 214 1290 214.733 BS113AFlatbottom BS113AFlatbottom Jointed 1999 1999 1973 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 1100 214 1290 214.733 214 1295 214.736 BS113AFlatbottom BS113AFlatbottom CWR 1973 1973 1972 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWM2 1100 214 1366 214.776 214 1380 214.784 BS113AFlatbottom BS113AFlatbottom CWR 1973 1973 1973 Pandrol Fastening Bolted Start Location End Location Left Rail Type Right Rail Type Jointed/Welded Left rail year of Sleeper type Line Track Miles Yards Decimal Miles Miles Yards Decimal Miles installation Right rail year of installation Sleeper year Baseplate type Rail Fastening Rail Fixing SWA 1100 214 1425 214.810 214 1428 214.811 BS113AFlatbottom BS113AFlatbottom Jointed 1999 1999 1971 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWA 1100 214 1428 214.811 214 1430 214.812 BS113AFlatbottom BS113AFlatbottom Jointed 1973 1973 1971 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWA 1100 214 1430 214.812 214 1432 214.814 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1973 1973 1971 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWA 1100 214 1432 214.814 214 1462 214.831 BS113AFlatbottom BS113AFlatbottom Jointed 1973 1973 1971 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWA 1100 214 1462 214.831 214 1479 214.840 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 214 1479 214.840 214 1481 214.841 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 1973 Fastening Not Known Screwed SWA 1100 214 1481 214.841 214 1540 214.875 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 214 1540 214.875 215 0 215.000 BS113AFlatbottom BS113AFlatbottom CWR 1974 2001 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 0 215.000 215 44 215.025 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 44 215.025 215 46 215.026 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1974 2001 1973 Pandrol Fastening Screwed SWA 1100 215 46 215.026 215 74 215.042 BS113AFlatbottom BS113AFlatbottom CWR 1974 2001 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 74 215.042 215 82 215.047 BS113AFlatbottom BS113AFlatbottom CWR 1974 2001 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 123 215.070 215 150 215.085 BS113AFlatbottom BS113AFlatbottom CWR 1980 1980 1980 PAN11 BASEPLATE Pandrol Fastening Screwed SWA 1100 215 198 215.112 215 205 215.116 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 1972 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWA 1100 215 205 215.116 215 215 215.122 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 215 215.122 215 225 215.128 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 225 215.128 215 242 215.137 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 242 215.137 215 244 215.139 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2006 2006 1973 PAN11 BASEPLATE Pandrol Fastening Screwed SWA 1100 215 244 215.139 215 247 215.140 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 247 215.140 215 249 215.141 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 1973 Fastening Not Known Screwed SWA 1100 215 249 215.141 215 569 215.323 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 569 215.323 215 643 215.365 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 1984 PAN11 BASEPLATE Pandrol Fastening Screwed SWA 1100 215 643 215.365 215 792 215.450 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 792 215.450 215 797 215.453 BS113AFlatbottom BS113AFlatbottom CWR 2008 2006 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 797 215.453 215 799 215.454 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2008 1971 1973 Fastening Not Known Screwed SWA 1100 215 799 215.454 215 814 215.462 BS113AFlatbottom BS113AFlatbottom CWR 2008 1971 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 814 215.462 215 827 215.470 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 840 215.477 215 902 215.513 BS113AFlatbottom BS113AFlatbottom CWR 1973 1973 1973 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWA 1100 215 949 215.539 215 967 215.549 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 W500 STEEL SLEEPER 2003 Fastclip Bolted SWA 1100 215 967 215.549 215 969 215.551 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2003 2003 W500 STEEL SLEEPER 2003 Fastclip Bolted SWA 1100 215 969 215.551 215 1298 215.737 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 W500 STEEL SLEEPER 2003 Fastclip Bolted SWA 1100 215 1298 215.737 215 1300 215.739 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2003 2003 W500 STEEL SLEEPER 2003 Fastclip Bolted SWA 1100 215 1300 215.739 215 1322 215.751 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 W500 STEEL SLEEPER 2003 Fastclip Bolted SWA 1100 215 1322 215.751 215 1329 215.755 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 W500 STEEL SLEEPER 2003 Fastclip Bolted SWA 1100 215 1373 215.780 215 1481 215.841 BS113AFlatbottom BS113AFlatbottom Jointed 1973 1973 1972 PAN8 BASEPLATE Pandrol Fastening Spiked SWA 1100 215 1481 215.841 215 1520 215.864 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 1100 215 1520 215.864 215 1529 215.869 BS113AFlatbottom BS113AFlatbottom Jointed 1973 1973 1972 PAN8 BASEPLATE Pandrol Fastening Spiked SWA 1100 215 1529 215.869 215 1537 215.873 BS113AFlatbottom BS113AFlatbottom Jointed 1973 1973 1972 PAN8 BASEPLATE Pandrol Fastening Spiked Start Location End Location Left rail year if Line Track Left Rail Type Right Rail Type Jointed/Welded Right rail year of installation Sleeper type Sleeper year Baseplate type Rail Fastening Rail Fixing Miles Yards Decimal Miles Miles Yards Decimal Miles installation SWM2 2100 169 40 169.023 169 115 169.065 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 115 169.065 169 178 169.101 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 EF25 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 178 169.101 169 260 169.148 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 260 169.148 169 335 169.19 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 EF25 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 335 169.19 169 430 169.244 109lbFlatbottom 109lbFlatbottom CWR 1954 1954 F27BS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 430 169.244 169 484 169.275 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 484 169.275 169 517 169.294 BS113AFlatbottom BS113AFlatbottom CWR 1971 2007 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 517 169.294 169 626 169.356 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 626 169.356 169 648 169.368 BS113AFlatbottom BS113AFlatbottom CWR 2008 1971 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 648 169.368 169 814 169.462 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 814 169.462 169 970 169.551 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 970 169.551 169 1150 169.653 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 1150 169.653 169 1152 169.655 TransitionRai TransitionRai CWR 2015 2015 F27 CONCRETE SLEEPR 2015 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 169 1152 169.655 169 1169 169.664 TransitionRai TransitionRai CWR 2015 2015 G44 CONCRETE SLPR 2015 Fastclip Integral Concrete Sleeper SWM2 2100 169 1169 169.664 169 1188 169.675 UIC60Flatbottom UIC60Flatbottom CWR 2015 2015 G44 CONCRETE SLPR 2015 Fastclip Integral Concrete Sleeper SWM2 2100 169 1188 169.675 169 1190 169.676 UIC60Flatbottom UIC60Flatbottom CWR 2015 2015 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 170 1313 170.746 170 1324 170.752 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 EF25 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 170 1324 170.752 170 1343 170.763 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 EF25 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 170 1343 170.763 171 20 171.011 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 171 20 171.011 171 594 171.337 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 171 594 171.337 171 620 171.352 BS110AFlatbottom BS110AFlatbottom CWR 2011 2011 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 171 620 171.352 171 880 171.5 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 171 880 171.5 171 1020 171.58 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 2004 Fastening Not Known Fixing Not Known SWM2 2100 171 1020 171.58 171 1037 171.589 Not Known SWM2 2100 171 1083 171.615 171 1124 171.639 BS113AFlatbottom BS113AFlatbottom Jointed 1978 1978 2004 Fastening Not Known Fixing Not Known SWM2 2100 171 1124 171.639 171 1126 171.64 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1978 1978 2004 PAN BASEPLATES Pandrol Fastening Screwed SWM2 2100 171 1126 171.64 171 1137 171.646 BS113AFlatbottom BS113AFlatbottom Jointed 1978 1978 2004 Fastening Not Known Fixing Not Known SWM2 2100 171 1189 171.676 171 1221 171.694 Jointed 2004 Fastening Not Known Fixing Not Known SWM2 2100 171 1221 171.694 171 1229 171.698 Not Known SWM2 2100 171 1268 171.72 171 1303 171.74 BS110AFlatbottom BS110AFlatbottom CWR 1963 1963 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 171 1303 171.74 171 1308 171.743 BS110AFlatbottom BS110AFlatbottom CWR 1964 1964 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 171 1308 171.743 171 1310 171.744 BS110AFlatbottom BS110AFlatbottom Adjustment Switch 1964 1964 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 171 1310 171.744 171 1320 171.75 BS110AFlatbottom BS110AFlatbottom CWR 1964 1964 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 171 1320 171.75 171 1364 171.775 BS113AFlatbottom BS113AFlatbottom CWR 1992 1992 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 171 1364 171.775 171 1366 171.776 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1992 1992 2004 PAN BASEPLATES Pandrol Fastening Screwed SWM2 2100 171 1366 171.776 171 1412 171.802 BS113AFlatbottom BS113AFlatbottom CWR 1992 1992 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 171 1412 171.802 171 1463 171.831 BS113AFlatbottom BS113AFlatbottom CWR 1992 1992 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 171 1463 171.831 171 1555 171.884 BS113AFlatbottom BS113AFlatbottom CWR 1992 1992 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 171 1555 171.884 171 1557 171.885 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1992 1992 2004 PAN BASEPLATES Pandrol Fastening Screwed SWM2 2100 171 1557 171.885 171 1564 171.889 BS113AFlatbottom BS113AFlatbottom CWR 1992 1992 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 171 1564 171.889 172 482 172.274 BS113AFlatbottom BS113AFlatbottom CWR 1992 1992 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 172 482 172.274 172 720 172.409 BS110AFlatbottom BS110AFlatbottom CWR 1964 1964 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 172 720 172.409 172 836 172.475 BS110AFlatbottom BS110AFlatbottom CWR 1968 1968 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 172 836 172.475 172 1180 172.67 BS110AFlatbottom BS110AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 172 1180 172.67 172 1209 172.687 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 172 1209 172.687 172 1275 172.724 BS113AFlatbottom BS110AFlatbottom CWR 2008 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 172 1275 172.724 172 1298 172.737 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 172 1298 172.737 172 1333 172.757 BS113AFlatbottom BS110AFlatbottom CWR 2008 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 172 1333 172.757 172 1430 172.812 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 172 1430 172.812 172 1460 172.83 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 172 1460 172.83 172 1496 172.85 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 172 1496 172.85 172 1513 172.86 BS110AFlatbottom BS113AFlatbottom CWR 1967 2008 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 172 1513 172.86 172 1520 172.864 BS113AFlatbottom BS113AFlatbottom CWR 1974 2008 F40 CONCRETE SLP 1989 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 172 1520 172.864 173 197 173.112 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 F40 CONCRETE SLP 1989 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 173 197 173.112 173 209 173.119 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 F19 CONCRETE SLEEPR 1960 SHC Clip Integral Concrete Sleeper SWM2 2100 173 209 173.119 174 616 174.35 UIC60Flatbottom UIC60Flatbottom CWR 2003 2003 G44 CONCRETE SLPR 2003 Fastclip Integral Concrete Sleeper SWM2 2100 174 616 174.35 174 660 174.375 UIC60Flatbottom UIC60Flatbottom CWR 2003 2003 G44 CONCRETE SLPR 2003 Fastclip Integral Concrete Sleeper SWM2 2100 174 660 174.375 174 720 174.409 UIC60Flatbottom UIC60Flatbottom CWR 2003 2003 G44 CONCRETE SLPR 2003 Fastclip Integral Concrete Sleeper SWM2 2100 174 720 174.409 174 790 174.449 BS113AFlatbottom BS113AFlatbottom CWR 1972 1972 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 790 174.449 174 834 174.474 BS113AFlatbottom BS113AFlatbottom CWR 1979 1979 F40 CONCRETE SLP 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 834 174.474 174 913 174.519 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 913 174.519 174 1128 174.641 BS113AFlatbottom BS113AFlatbottom CWR 2015 2015 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 1128 174.641 174 1205 174.685 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 1205 174.685 174 1247 174.709 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 1247 174.709 174 1273 174.723 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 1273 174.723 174 1303 174.74 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 1965 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 2100 174 1303 174.74 174 1561 174.887 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 1561 174.887 174 1572 174.893 BS110AFlatbottom BS113AFlatbottom CWR 1967 2008 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 1572 174.893 174 1650 174.937 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 1650 174.937 174 1690 174.96 BS113AFlatbottom BS113AFlatbottom CWR 2011 2011 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 1690 174.96 174 1738 174.988 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 174 1738 174.988 175 0 175 BS110AFlatbottom BS113AFlatbottom CWR 1967 2001 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 175 0 175 175 10 175.006 BS110AFlatbottom BS113AFlatbottom CWR 1967 2001 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 175 10 175.006 175 25 175.014 BS113AFlatbottom BS113AFlatbottom CWR 2011 2001 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 175 25 175.014 175 55 175.031 BS110AFlatbottom BS113AFlatbottom CWR 1967 2001 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 175 55 175.031 175 219 175.124 BS113AFlatbottom BS110AFlatbottom CWR 2001 1967 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 175 219 175.124 175 572 175.325 BS113AFlatbottom BS110AFlatbottom CWR 2011 1967 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 175 572 175.325 175 879 175.499 BS113AFlatbottom BS113AFlatbottom CWR 2011 2011 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 175 879 175.499 175 1303 175.74 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 175 1303 175.74 175 1320 175.75 BS113AFlatbottom 113lbFlatbottom CWR 1969 2018 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 175 1320 175.75 175 1405 175.798 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 175 1405 175.798 175 1435 175.815 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 1978 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 175 1435 175.815 176 0 176 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 176 0 176 176 88 176.05 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F40 CONCRETE SLP 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 176 88 176.05 176 560 176.318 BS113AFlatbottom BS113AFlatbottom CWR 1992 1992 F40 CONCRETE SLP 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 176 560 176.318 176 1320 176.75 BS113AFlatbottom BS113AFlatbottom CWR 1992 1992 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 176 1320 176.75 176 1540 176.875 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 176 1540 176.875 177 704 177.4 BS113AFlatbottom BS110AFlatbottom CWR 2000 1966 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 177 704 177.4 177 748 177.425 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 177 748 177.425 177 1242 177.706 BS113AFlatbottom BS113AFlatbottom CWR 1988 1988 F19 CONCRETE SLEEPR 1964 SHC Clip Integral Concrete Sleeper SWM2 2100 177 1242 177.706 177 1262 177.717 TransitionRai TransitionRai CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 2100 177 1262 177.717 178 396 178.225 UIC60Flatbottom UIC60Flatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 2100 178 396 178.225 178 416 178.236 UIC60Flatbottom UIC60Flatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 2100 178 416 178.236 178 585 178.332 UIC60Flatbottom UIC60Flatbottom CWR 2003 2003 G44 CONCRETE SLPR 2003 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 178 585 178.332 178 594 178.337 TransitionRai TransitionRai CWR 2003 2003 G44 CONCRETE SLPR 2003 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 178 594 178.337 178 605 178.344 TransitionRai TransitionRai CWR 2003 2003 2003 SHC Clip Integral Concrete Sleeper SWM2 2100 178 605 178.344 178 850 178.483 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 F19 CONCRETE SLEEPR 1961 SHC Clip Integral Concrete Sleeper SWM2 2100 178 850 178.483 178 874 178.497 BS110AFlatbottom BS110AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1964 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 178 874 178.497 178 876 178.498 TransitionRai TransitionRai CWR 2012 2012 F23 CONCRETE SLEEPR 1964 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 178 876 178.498 178 880 178.5 TransitionRai TransitionRai CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 2100 178 880 178.5 178 894 178.508 TransitionRai TransitionRai CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 2100 178 894 178.508 178 975 178.554 UIC60Flatbottom UIC60Flatbottom CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 2100 178 975 178.554 178 1031 178.586 UIC60Flatbottom UIC60Flatbottom CWR 2012 2012 2012 NRS1 BASEPLATE Pandrol Fastening Screwed SWM2 2100 178 1031 178.586 178 1700 178.966 UIC60Flatbottom UIC60Flatbottom CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 2100 178 1700 178.966 178 1720 178.977 TransitionRai TransitionRai CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 2100 178 1720 178.977 178 1728 178.982 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 178 1728 178.982 179 0 179 BS113AFlatbottom BS113AFlatbottom CWR 1981 1981 1974 PANM6 BASEPLATES Pandrol Fastening Screwed SWM2 2100 179 0 179 179 2 179.001 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1981 1981 1974 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 2100 179 2 179.001 179 9 179.005 BS113AFlatbottom BS113AFlatbottom CWR 1981 1981 1974 PANM6 BASEPLATES Pandrol Fastening Screwed SWM2 2100 179 9 179.005 179 28 179.016 BS113AFlatbottom BS113AFlatbottom CWR 1981 1981 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 179 90 179.051 179 132 179.075 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 179 132 179.075 179 134 179.076 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2006 2006 1968 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 2100 179 134 179.076 179 1042 179.592 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 179 1042 179.592 179 1056 179.6 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 179 1056 179.6 179 1058 179.601 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 1968 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 2100 179 1058 179.601 179 1062 179.603 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 179 1062 179.603 179 1082 179.615 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 179 1082 179.615 179 1083 179.615 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 179 1137 179.646 179 1142 179.649 TransitionRai TransitionRai CWR 2007 2007 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 179 1142 179.649 179 1143 179.649 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 179 1143 179.649 179 1163 179.661 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 179 1163 179.661 179 1164 179.661 UIC60Flatbottom UIC60Flatbottom Adjustment Switch 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 179 1164 179.661 179 1166 179.662 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 179 1166 179.662 179 1172 179.666 113lbFlatbottom 113lbFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2007 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 179 1172 179.666 179 1188 179.675 113lbFlatbottom 113lbFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2007 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 179 1188 179.675 179 1191 179.677 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 179 1191 179.677 179 1655 179.94 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 179 1655 179.94 179 1656 179.941 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 179 1656 179.941 180 232 180.132 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 180 232 180.132 180 250 180.142 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 180 250 180.142 180 418 180.238 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 180 418 180.238 180 1467 180.834 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 180 1467 180.834 181 232 181.132 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 181 232 181.132 181 765 181.435 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 181 765 181.435 181 767 181.436 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 EG47 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 181 767 181.436 181 1034 181.587 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 181 1034 181.587 181 1055 181.599 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 181 1055 181.599 181 1067 181.606 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 181 1067 181.606 181 1075 181.611 TransitionRai TransitionRai CWR 2007 2007 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 181 1075 181.611 181 1663 181.945 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 181 1663 181.945 181 1749 181.994 BS113AFlatbottom BS113AFlatbottom CWR 1976 1976 F27 CONCRETE SLEEPR 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 181 1749 181.994 182 0 182 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F27AS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 182 0 182 182 2 182.001 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1986 1986 1984 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 2100 182 2 182.001 182 28 182.016 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F27AS CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 182 68 182.039 182 85 182.048 BS113AFlatbottom BS113AFlatbottom CWR 1980 1980 EF33 CONCRETE 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 182 85 182.048 182 88 182.05 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 182 88 182.05 182 90 182.051 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1968 1968 1969 PAN1 BASEPLATE Pandrol Fastening Screwed SWM2 2100 182 90 182.051 182 830 182.472 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 182 830 182.472 182 868 182.493 BS113AFlatbottom BS113AFlatbottom CWR 1985 1985 F27BS CONCRETE 1986 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 182 868 182.493 182 1188 182.675 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 182 1188 182.675 182 1210 182.687 BS113AFlatbottom BS113AFlatbottom CWR 1968 2008 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 182 1210 182.687 182 1540 182.875 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 182 1540 182.875 183 0 183 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 0 183 183 66 183.037 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 66 183.037 183 242 183.137 BS113AFlatbottom BS113AFlatbottom CWR 1968 2002 F27 CONCRETE SLEEPR 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 242 183.137 183 330 183.187 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 F27 CONCRETE SLEEPR 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 330 183.187 183 352 183.2 BS113AFlatbottom BS113AFlatbottom CWR 1968 2002 F27 CONCRETE SLEEPR 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 352 183.2 183 480 183.273 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 F27 CONCRETE SLEEPR 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 480 183.273 183 913 183.519 BS113AFlatbottom BS113AFlatbottom CWR 1968 2002 F27 CONCRETE SLEEPR 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 913 183.519 183 933 183.53 TransitionRai TransitionRai CWR 2003 2003 G44 CONCRETE SLPR 2003 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 933 183.53 183 1300 183.739 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 G44 CONCRETE SLPR 2003 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 1300 183.739 183 1320 183.75 TransitionRai TransitionRai CWR 2003 2003 G44 CONCRETE SLPR 2003 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 1320 183.75 183 1408 183.8 BS113AFlatbottom BS113AFlatbottom CWR 1968 2002 F27 CONCRETE SLEEPR 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 183 1408 183.8 183 1433 183.814 BS113AFlatbottom BS113AFlatbottom CWR 2011 2011 F27 CONCRETE SLEEPR 1984 Obsolete Integral Concrete Sleeper SWM2 2100 183 1433 183.814 184 84 184.048 BS113AFlatbottom BS113AFlatbottom CWR 1968 2002 F27 CONCRETE SLEEPR 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 184 84 184.048 184 529 184.301 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 184 529 184.301 184 560 184.318 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 184 560 184.318 184 589 184.335 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 184 589 184.335 184 590 184.335 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 SWM2 2100 184 590 184.335 184 640 184.364 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 F40 CONCRETE SLP 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 184 640 184.364 184 649 184.369 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 F40 CONCRETE SLP 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 184 649 184.369 184 657 184.373 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 F40 CONCRETE SLP 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 184 657 184.373 184 660 184.375 TransitionRai TransitionRai CWR 2006 2006 F40 CONCRETE SLP 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 184 660 184.375 184 678 184.385 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 184 678 184.385 184 1658 184.942 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 184 1658 184.942 184 1672 184.95 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 184 1672 184.95 184 1674 184.951 TransitionRai TransitionRai CWR 2006 2006 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 184 1674 184.951 184 1677 184.953 TransitionRai TransitionRai CWR 2006 2006 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 184 1677 184.953 185 0 185 BS113AFlatbottom BS113AFlatbottom CWR 1967 1967 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 185 0 185 185 890 185.506 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 185 890 185.506 186 395 186.224 BS110AFlatbottom BS110AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 186 395 186.224 186 417 186.237 BS113AFlatbottom BS110AFlatbottom CWR 2008 1968 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 186 417 186.237 186 418 186.238 BS110AFlatbottom BS110AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 186 418 186.238 186 420 186.239 BS110AFlatbottom BS110AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 186 420 186.239 186 440 186.25 BS113AFlatbottom BS113AFlatbottom CWR 1989 1989 F19 CONCRETE SLEEPR 1962 SHC Clip Integral Concrete Sleeper SWM2 2100 186 440 186.25 186 1200 186.682 BS113AFlatbottom BS113AFlatbottom CWR 1989 1989 F19 CONCRETE SLEEPR 1962 SHC Clip Integral Concrete Sleeper SWM2 2100 186 1200 186.682 186 1210 186.687 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 186 1210 186.687 186 1245 186.707 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 186 1245 186.707 186 1275 186.724 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 186 1275 186.724 186 1299 186.738 BS113AFlatbottom BS113AFlatbottom CWR 2015 2015 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 186 1299 186.738 187 516 187.293 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 187 516 187.293 187 1340 187.761 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F27 CONCRETE SLEEPR 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 187 1340 187.761 188 30 188.017 BS110AFlatbottom BS110AFlatbottom CWR 1964 1964 F27 CONCRETE SLEEPR 1975 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 188 30 188.017 188 1459 188.829 BS110AFlatbottom BS110AFlatbottom CWR 1964 1964 F19 CONCRETE SLEEPR 1963 SHC Clip Integral Concrete Sleeper SWM2 2100 188 1459 188.829 188 1479 188.84 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 188 1479 188.84 188 1512 188.859 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F19 CONCRETE SLEEPR 1963 SHC Clip Integral Concrete Sleeper SWM2 2100 188 1512 188.859 188 1520 188.864 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F27BS CONCRETE 1985 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 188 1520 188.864 188 1522 188.865 BS110AFlatbottom BS110AFlatbottom Adjustment Switch 1966 1966 1985 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 188 1522 188.865 188 1529 188.869 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F27BS CONCRETE 1985 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 188 1529 188.869 188 1545 188.878 BS113AFlatbottom BS110AFlatbottom CWR 2008 1966 F27BS CONCRETE 1985 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 188 1545 188.878 188 1549 188.88 BS113AFlatbottom BS110AFlatbottom CWR 2008 1965 1969 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWM2 2100 188 1599 188.909 188 1628 188.925 BS110AFlatbottom BS110AFlatbottom CWR 1965 1965 1969 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWM2 2100 188 1628 188.925 188 1630 188.926 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2014 2014 1969 Pandrol Fastening Screwed SWM2 2100 188 1630 188.926 188 1745 188.991 BS110AFlatbottom BS110AFlatbottom CWR 1965 1965 1969 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWM2 2100 188 1745 188.991 189 1300 189.739 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 189 1300 189.739 189 1320 189.75 BS113AFlatbottom BS113AFlatbottom CWR 1969 2008 1969 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 189 1320 189.75 189 1322 189.751 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1969 1969 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 189 1322 189.751 189 1330 189.756 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 189 1380 189.784 189 1385 189.787 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 1969 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWM2 2100 189 1385 189.787 189 1408 189.8 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 189 1408 189.8 189 1410 189.801 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1969 1969 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 189 1410 189.801 189 1450 189.824 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 189 1450 189.824 189 1649 189.937 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 189 1649 189.937 190 0 190 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 0 190 190 41 190.023 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 F27 CONCRETE SLEEPR 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 41 190.023 190 303 190.172 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 F27 CONCRETE SLEEPR 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 303 190.172 190 307 190.174 BS113AFlatbottom BS113AFlatbottom CWR 2002 2002 F27 CONCRETE SLEEPR 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 307 190.174 190 352 190.2 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 EF28 CONCRETE 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 352 190.2 190 374 190.213 BS113AFlatbottom BS113AFlatbottom CWR 1969 2001 EF28 CONCRETE 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 374 190.213 190 594 190.337 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 EF28 CONCRETE 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 594 190.337 190 638 190.363 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 EF28 CONCRETE 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 638 190.363 190 640 190.364 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1969 1969 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 640 190.364 190 682 190.387 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 EF28 CONCRETE 1996 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 763 190.434 190 769 190.437 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 769 190.437 190 770 190.438 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 770 190.438 190 773 190.439 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2009 2009 EG47 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 190 773 190.439 190 808 190.459 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 EG47 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 190 808 190.459 190 828 190.47 TransitionRai TransitionRai CWR 2009 2009 EG47 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 190 828 190.47 190 1119 190.636 UIC60Flatbottom UIC60Flatbottom CWR 2009 2009 EG47 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 190 1119 190.636 190 1139 190.647 TransitionRai TransitionRai CWR 2009 2009 EG47 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 190 1139 190.647 190 1144 190.65 TransitionRai TransitionRai CWR 2009 2009 EG47 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 190 1144 190.65 190 1147 190.652 TransitionRai TransitionRai Adjustment Switch 2009 2009 EG47 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 190 1147 190.652 190 1157 190.657 TransitionRai TransitionRai CWR 2009 2009 EG47 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 190 1157 190.657 190 1159 190.659 TransitionRai TransitionRai CWR 2009 2009 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 1159 190.659 190 1168 190.664 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 1168 190.664 190 1183 190.672 BS113AFlatbottom BS113AFlatbottom CWR 1977 1977 EF33 CONCRETE 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 1263 190.718 190 1273 190.723 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 190 1273 190.723 190 1276 190.725 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 190 1276 190.725 190 1279 190.727 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2007 2007 2007 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 190 1279 190.727 190 1291 190.734 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 190 1291 190.734 190 1293 190.735 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 190 1293 190.735 191 379 191.215 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 191 379 191.215 191 390 191.222 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 191 390 191.222 191 396 191.225 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 191 396 191.225 191 399 191.227 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2007 2007 2007 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 191 399 191.227 191 409 191.232 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 191 409 191.232 191 427 191.243 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 191 469 191.266 191 506 191.288 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 191 506 191.288 191 508 191.289 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2011 2011 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 191 508 191.289 191 683 191.388 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 191 683 191.388 191 840 191.477 BS113AFlatbottom BS113AFlatbottom CWR 1987 1987 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 191 840 191.477 191 875 191.497 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 191 875 191.497 191 1225 191.696 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 191 1225 191.696 191 1508 191.857 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F27 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 191 1508 191.857 191 1520 191.864 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 1984 PAN11 BASEPLATE Pandrol Fastening Integral Concrete Sleeper SWM2 2100 191 1520 191.864 192 0 192 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 192 0 192 192 66 192.037 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 192 66 192.037 192 154 192.088 BS110AFlatbottom BS110AFlatbottom CWR 1965 1965 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 2100 192 154 192.088 192 329 192.187 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 2100 192 329 192.187 192 351 192.199 BS113AFlatbottom BS113AFlatbottom CWR 2008 2001 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 2100 192 351 192.199 192 433 192.246 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 2100 192 433 192.246 192 722 192.41 BS113AFlatbottom BS113AFlatbottom CWR 2016 2016 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 2100 192 722 192.41 192 757 192.43 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 2100 192 757 192.43 192 759 192.431 TransitionRai TransitionRai CWR 2006 2006 F19 CONCRETE SLEEPR 1965 SHC Clip Integral Concrete Sleeper SWM2 2100 192 759 192.431 192 776 192.441 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 192 776 192.441 192 1208 192.686 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 192 1208 192.686 192 1580 192.898 95lbBullhead 95lbBullhead CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 192 1580 192.898 192 1672 192.95 95lbBullhead 95lbBullhead CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 192 1672 192.95 192 1686 192.958 95lbBullhead 95lbBullhead CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 192 1686 192.958 192 1738 192.988 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 192 1738 192.988 193 108 193.061 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 2005 Fastening Not Known Fixing Not Known SWM2 2100 193 108 193.061 193 351 193.199 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 2005 Fastening Not Known Fixing Not Known SWM2 2100 193 351 193.199 193 707 193.402 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 193 707 193.402 193 736 193.418 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 193 736 193.418 193 754 193.428 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 193 754 193.428 193 1378 193.783 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 193 1378 193.783 193 1411 193.802 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 193 1411 193.802 193 1413 193.803 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 193 1413 193.803 194 31 194.018 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 194 31 194.018 194 418 194.238 UIC60Flatbottom UIC60Flatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 194 418 194.238 194 836 194.475 UIC60Flatbottom UIC60Flatbottom CWR 2003 2003 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 2100 194 836 194.475 194 838 194.476 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1980 1980 1980 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 194 838 194.476 194 848 194.482 BS113AFlatbottom BS113AFlatbottom CWR 1980 1980 F27 CONCRETE SLEEPR 1980 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 194 848 194.482 194 857 194.487 BS113AFlatbottom BS113AFlatbottom CWR 1981 1981 1971 PAN6 BASEPLATES STRAIGHT/CHAMFERED Pandrol Fastening Screwed SWM2 2100 194 906 194.515 194 913 194.519 BS110AFlatbottom BS110AFlatbottom CWR 1965 1965 F27BS CONCRETE 1983 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 194 913 194.519 194 924 194.525 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 2100 194 924 194.525 194 926 194.526 UIC60Flatbottom UIC60Flatbottom Adjustment Switch 2005 2005 2005 Fastclip Integral Concrete Sleeper SWM2 2100 194 926 194.526 194 1309 194.744 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 2100 194 1309 194.744 194 1331 194.756 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 2100 194 1331 194.756 194 1419 194.806 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 2100 194 1419 194.806 194 1430 194.812 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 194 1430 194.812 194 1432 194.814 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1974 1974 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 194 1432 194.814 194 1444 194.82 BS113AFlatbottom BS113AFlatbottom CWR 1974 1974 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 194 1444 194.82 194 1457 194.828 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 194 1457 194.828 194 1500 194.852 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 194 1500 194.852 194 1503 194.854 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 2006 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 194 1550 194.881 194 1606 194.913 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 2100 194 1606 194.913 194 1608 194.914 UIC60Flatbottom UIC60Flatbottom Adjustment Switch 2005 2005 2005 Fastclip Integral Concrete Sleeper SWM2 2100 194 1608 194.914 195 177 195.101 UIC60Flatbottom UIC60Flatbottom CWR 2005 2005 G44 CONCRETE SLPR 2005 Fastclip Integral Concrete Sleeper SWM2 2100 195 177 195.101 195 544 195.309 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 195 544 195.309 195 561 195.319 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 195 561 195.319 195 562 195.319 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 195 562 195.319 195 564 195.32 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 195 564 195.32 195 1342 195.762 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 195 1342 195.762 195 1727 195.981 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 195 1727 195.981 195 1735 195.986 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 195 1735 195.986 196 264 196.15 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 196 264 196.15 196 870 196.494 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 196 870 196.494 197 154 197.088 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 197 154 197.088 197 503 197.286 UIC60Flatbottom UIC60Flatbottom CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 2100 197 503 197.286 197 506 197.288 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 F40 CONCRETE SLP 2002 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 197 506 197.288 197 880 197.5 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 F40 CONCRETE SLP 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 197 880 197.5 197 903 197.513 BS113AFlatbottom BS113AFlatbottom CWR 2003 2003 F40 CONCRETE SLP 1978 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 197 903 197.513 197 1056 197.6 BS113AFlatbottom BS113AFlatbottom CWR 1986 1986 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 197 1056 197.6 197 1133 197.644 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 F19 CONCRETE SLEEPR 1964 SHC Clip Integral Concrete Sleeper SWM2 2100 197 1133 197.644 197 1727 197.981 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 F40 CONC.SLP.1435MM 1998 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 197 1727 197.981 198 132 198.075 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 F40 CONC.SLP.1435MM 1998 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 198 132 198.075 198 143 198.081 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 198 143 198.081 198 1278 198.726 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 198 1278 198.726 198 1279 198.727 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 198 1279 198.727 198 1332 198.757 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 2100 198 1391 198.79 198 1410 198.801 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 001E CONCRETE BEARER 2012 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 198 1470 198.835 198 1508 198.857 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2012 Fastclip Integral Concrete Sleeper SWM2 2100 198 1508 198.857 198 1509 198.857 BS113AFlatbottom BS113AFlatbottom CWR 2012 2012 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 198 1509 198.857 199 423 199.24 113lbFlatbottom 113lbFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 199 423 199.24 199 468 199.266 113lbFlatbottom BS113AFlatbottom CWR 2007 2009 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 199 468 199.266 199 602 199.342 113lbFlatbottom 113lbFlatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 199 602 199.342 199 606 199.344 113lbFlatbottom 113lbFlatbottom CWR 2007 2007 F19 CONCRETE SLEEPR 1966 SHC Clip Integral Concrete Sleeper SWM2 2100 199 606 199.344 199 610 199.347 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F19 CONCRETE SLEEPR 1966 SHC Clip Integral Concrete Sleeper SWM2 2100 199 610 199.347 199 611 199.347 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F19 CONCRETE SLEEPR 1966 SHC Clip Integral Concrete Sleeper SWM2 2100 199 611 199.347 199 625 199.355 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 199 625 199.355 199 644 199.366 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 199 644 199.366 199 646 199.367 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 199 646 199.367 199 685 199.389 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 199 685 199.389 199 925 199.526 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 199 925 199.526 199 1368 199.777 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 199 1368 199.777 200 66 200.037 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 200 66 200.037 200 482 200.274 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 200 482 200.274 200 484 200.275 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 200 484 200.275 200 486 200.276 TransitionRai TransitionRai Adjustment Switch 2006 2006 2006 Fastclip Integral Concrete Sleeper SWM2 2100 200 486 200.276 200 502 200.285 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 200 502 200.285 200 521 200.296 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 200 521 200.296 200 530 200.301 BS113AFlatbottom BS113AFlatbottom CWR 1975 1975 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 200 576 200.327 200 583 200.331 BS113AFlatbottom BS113AFlatbottom CWR 1975 1975 1975 BR5 BASEPLATES Pandrol Fastening Screwed SWM2 2100 200 632 200.359 200 638 200.363 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 200 638 200.363 200 640 200.364 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1971 1971 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 200 640 200.364 200 1076 200.611 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 200 1076 200.611 200 1276 200.725 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 200 1276 200.725 200 1283 200.729 BS113AFlatbottom BS113AFlatbottom CWR 1973 1973 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 200 1283 200.729 201 362 201.206 BS113AFlatbottom BS113AFlatbottom CWR 1973 1973 1973 BR5 BASEPLATES Pandrol Fastening Screwed SWM2 2100 201 362 201.206 201 374 201.213 BS113AFlatbottom BS113AFlatbottom CWR 1976 1976 F27 CONCRETE SLEEPR 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 201 374 201.213 201 376 201.214 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2011 1976 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 201 376 201.214 201 397 201.226 BS113AFlatbottom BS113AFlatbottom CWR 1976 1976 F27 CONCRETE SLEEPR 1977 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 201 446 201.253 201 462 201.262 BS113AFlatbottom BS113AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 201 462 201.262 201 464 201.264 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1970 1970 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 201 464 201.264 201 1320 201.75 BS113AFlatbottom BS113AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 201 1320 201.75 202 66 202.037 BS113AFlatbottom BS113AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 202 66 202.037 202 103 202.059 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 202 103 202.059 202 121 202.069 BS113AFlatbottom BS113AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 202 121 202.069 202 220 202.125 BS113AFlatbottom BS113AFlatbottom CWR 1970 1970 F27 CONCRETE SLEEPR 1970 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 202 220 202.125 202 260 202.148 BS113AFlatbottom BS113AFlatbottom CWR 1980 1980 1978 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 202 260 202.148 202 331 202.188 BS113AFlatbottom BS113AFlatbottom CWR 1972 1972 F27 CONCRETE SLEEPR 1972 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 202 377 202.214 202 394 202.224 UIC60Flatbottom UIC60Flatbottom CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 2100 202 449 202.255 202 469 202.266 UIC60Flatbottom UIC60Flatbottom CWR 2002 2002 G44 CONCRETE SLPR 2002 Fastclip Integral Concrete Sleeper SWM2 2100 202 469 202.266 202 982 202.558 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 202 982 202.558 202 1007 202.572 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 202 1007 202.572 202 1008 202.573 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 202 1008 202.573 202 1027 202.584 TransitionRai TransitionRai CWR 2007 2007 EG47 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 202 1027 202.584 202 1048 202.595 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 EG47 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 202 1048 202.595 202 1063 202.604 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 202 1063 202.604 202 1481 202.841 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 EG47 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 202 1481 202.841 202 1501 202.853 TransitionRai TransitionRai CWR 2007 2007 EG47 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 202 1501 202.853 202 1508 202.857 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 EG47 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 202 1508 202.857 202 1510 202.858 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2007 2007 2007 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 202 1510 202.858 202 1512 202.859 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 EG47 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 202 1512 202.859 202 1563 202.888 BS110AFlatbottom BS110AFlatbottom CWR 1966 1966 F23 CONCRETE SLEEPR 1966 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 202 1618 202.919 202 1634 202.928 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 202 1634 202.928 202 1643 202.934 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 202 1643 202.934 202 1645 202.935 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2006 2006 2006 PAN BASEPLATES Pandrol Fastening Screwed SWM2 2100 202 1645 202.935 202 1730 202.983 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 202 1730 202.983 203 0 203 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 EF29S CONCRETE SLPR 1981 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 203 0 203 203 18 203.01 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F27S CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 203 18 203.01 203 66 203.037 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27S CONCRETE 1984 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 203 66 203.037 203 103 203.059 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 1984 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 203 103 203.059 203 153 203.087 BS113AFlatbottom BS113AFlatbottom CWR 1984 1984 F27BS CONCRETE 1981 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 203 153 203.087 203 1320 203.75 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 203 1320 203.75 203 1330 203.756 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 203 1330 203.756 205 0 205 BS113AFlatbottom BS113AFlatbottom CWR 1996 1996 F19 CONCRETE SLEEPR 1964 SHC Clip Integral Concrete Sleeper SWM2 2100 205 0 205 205 50 205.028 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F19 CONCRETE SLEEPR 1967 SHC Clip Integral Concrete Sleeper SWM2 2100 205 50 205.028 205 55 205.031 TransitionRai TransitionRai CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 205 55 205.031 205 60 205.034 TransitionRai TransitionRai CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 205 60 205.034 205 403 205.229 UIC60Flatbottom UIC60Flatbottom CWR 2004 2004 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 205 403 205.229 205 424 205.241 UIC60Flatbottom UIC60Flatbottom CWR 2017 2017 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 205 424 205.241 205 430 205.244 TransitionRai TransitionRai CWR 2017 2017 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 205 430 205.244 205 445 205.253 TransitionRai TransitionRai CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 2100 205 445 205.253 205 462 205.262 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 2100 205 516 205.293 205 556 205.316 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2017 Fastclip Integral Concrete Sleeper SWM2 2100 205 556 205.316 205 569 205.323 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 205 569 205.323 205 571 205.324 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 2004 Fastclip Integral Concrete Sleeper SWM2 2100 205 571 205.324 205 576 205.327 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 205 576 205.327 205 589 205.335 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 G44 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 205 634 205.36 205 644 205.366 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 SWM2 2100 205 690 205.392 205 714 205.406 BS113AFlatbottom BS113AFlatbottom CWR 2017 2017 SWM2 2100 205 714 205.406 205 740 205.42 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 205 740 205.42 205 742 205.422 BS110AFlatbottom BS110AFlatbottom Adjustment Switch 1967 1967 1967 Pandrol Fastening Screwed SWM2 2100 205 742 205.422 205 1226 205.697 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 205 1226 205.697 205 1740 205.989 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 205 1740 205.989 206 0 206 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 206 0 206 206 44 206.025 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 206 44 206.025 206 264 206.15 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 206 264 206.15 206 308 206.175 BS113AFlatbottom BS110AFlatbottom CWR 2007 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 206 308 206.175 206 660 206.375 BS110AFlatbottom BS110AFlatbottom CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 206 660 206.375 206 670 206.381 TransitionRai TransitionRai CWR 2004 2004 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 206 670 206.381 206 1045 206.594 UIC60Flatbottom UIC60Flatbottom CWR 2004 2004 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 206 1045 206.594 206 1055 206.599 TransitionRai TransitionRai CWR 2004 2004 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 206 1055 206.599 206 1057 206.601 TransitionRai TransitionRai Adjustment Switch 2004 2004 2004 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 206 1057 206.601 206 1073 206.61 TransitionRai TransitionRai CWR 2004 2004 EG47 CONCRETE SLPR 2004 Fastclip Integral Concrete Sleeper SWM2 2100 206 1073 206.61 206 1100 206.625 TransitionRai TransitionRai CWR 1967 1967 F23 CONCRETE SLEEPR 1967 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 206 1201 206.682 206 1261 206.716 BS113AFlatbottom BS113AFlatbottom CWR 1980 1980 EF33 CONCRETE 1980 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 206 1261 206.716 206 1266 206.719 BS113AFlatbottom BS113AFlatbottom CWR 1980 1980 EF33 CONCRETE 1980 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 206 1329 206.755 206 1342 206.762 109lbFlatbottom 109lbFlatbottom CWR 1956 1956 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 206 1342 206.762 206 1362 206.774 BS113AFlatbottom BS113AFlatbottom CWR 2005 2005 F27 CONCRETE SLEEPR 1969 Fastclip Integral Concrete Sleeper SWM2 2100 206 1362 206.774 206 1364 206.775 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2005 2005 1969 Fastening Not Known Screwed SWM2 2100 206 1364 206.775 207 220 207.125 BS113AFlatbottom BS113AFlatbottom CWR 2005 2005 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 207 220 207.125 207 466 207.265 109lbFlatbottom 109lbFlatbottom CWR 1956 1956 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 207 466 207.265 207 924 207.525 BS113AFlatbottom BS113AFlatbottom CWR 1972 1972 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 207 924 207.525 207 936 207.532 BS113AFlatbottom BS113AFlatbottom CWR 1972 1972 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 207 936 207.532 207 942 207.535 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 F27 CONCRETE SLEEPR 1974 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 207 942 207.535 207 945 207.537 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 207 945 207.537 207 965 207.548 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 207 965 207.548 207 1235 207.702 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 207 1235 207.702 207 1287 207.731 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 207 1287 207.731 207 1294 207.735 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 207 1294 207.735 207 1330 207.756 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 207 1330 207.756 207 1362 207.774 UIC60Flatbottom UIC60Flatbottom CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 207 1362 207.774 207 1382 207.785 TransitionRai TransitionRai CWR 2007 2007 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 207 1382 207.785 207 1396 207.793 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 G44 CONCRETE SLPR 2007 Fastclip Integral Concrete Sleeper SWM2 2100 207 1396 207.793 207 1438 207.817 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 F27BS CONCRETE 1983 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 207 1438 207.817 207 1558 207.885 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 F27BS CONCRETE 1983 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 207 1558 207.885 208 298 208.169 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 F27BS CONCRETE 1983 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 208 298 208.169 208 572 208.325 BS113AFlatbottom BS113AFlatbottom CWR 1982 1982 EF29 CONCRETE 1982 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 208 572 208.325 208 584 208.332 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 208 584 208.332 208 594 208.337 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 EF29 CONCRETE 1982 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 208 594 208.337 208 700 208.398 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 F27BS CONCRETE 1982 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 208 700 208.398 208 902 208.513 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 2001 Fastclip Integral Concrete Sleeper SWM2 2100 208 902 208.513 208 990 208.563 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 2001 Fastclip Integral Concrete Sleeper SWM2 2100 208 990 208.563 208 1077 208.612 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 2001 Fastclip Integral Concrete Sleeper SWM2 2100 208 1077 208.612 208 1079 208.613 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2001 2001 2001 Fastclip Integral Concrete Sleeper SWM2 2100 208 1079 208.613 208 1100 208.625 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 2001 Fastclip Integral Concrete Sleeper SWM2 2100 208 1100 208.625 208 1628 208.925 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 2001 Fastclip Integral Concrete Sleeper SWM2 2100 208 1628 208.925 208 1650 208.937 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 208 1650 208.937 209 444 209.252 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 209 444 209.252 209 1283 209.729 BS113AFlatbottom BS113AFlatbottom CWR 2006 2006 F27 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 209 1283 209.729 209 1293 209.735 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 209 1293 209.735 209 1298 209.737 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 209 1298 209.737 209 1305 209.741 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 209 1305 209.741 209 1313 209.746 TransitionRai TransitionRai CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 209 1313 209.746 210 9 210.005 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 210 9 210.005 210 476 210.27 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 210 476 210.27 210 605 210.344 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 210 605 210.344 210 737 210.419 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 EG47 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 210 737 210.419 210 1383 210.786 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 210 1383 210.786 210 1396 210.793 UIC60Flatbottom UIC60Flatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 210 1396 210.793 210 1409 210.801 109lbFlatbottom 109lbFlatbottom CWR 2006 2006 G44 CONCRETE SLPR 2006 Fastclip Integral Concrete Sleeper SWM2 2100 210 1409 210.801 210 1416 210.805 109lbFlatbottom 109lbFlatbottom CWR 2006 2006 F23 CONCRETE SLEEPR 1961 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 210 1416 210.805 210 1635 210.929 BS113AFlatbottom 109lbFlatbottom CWR 2006 1961 F23 CONCRETE SLEEPR 1961 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 210 1635 210.929 210 1724 210.98 BS113AFlatbottom 109lbFlatbottom CWR 2006 1961 F23 CONCRETE SLEEPR 1961 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 210 1724 210.98 211 69 211.039 109lbFlatbottom 109lbFlatbottom CWR 1961 1961 F23 CONCRETE SLEEPR 1961 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 211 69 211.039 211 70 211.04 109lbFlatbottom 109lbFlatbottom CWR 1961 1961 F23 CONCRETE SLEEPR 1961 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 211 70 211.04 211 179 211.102 BS110AFlatbottom BS110AFlatbottom CWR 1962 1962 F19 CONCRETE SLEEPR 1963 SHC Clip Integral Concrete Sleeper SWM2 2100 211 179 211.102 211 880 211.5 BS110AFlatbottom BS110AFlatbottom CWR 1962 1962 F19 CONCRETE SLEEPR 1963 SHC Clip Integral Concrete Sleeper SWM2 2100 211 880 211.5 211 1210 211.687 BS113AFlatbottom BS113AFlatbottom CWR 1968 1968 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 211 1210 211.687 212 44 212.025 BS113AFlatbottom BS113AFlatbottom CWR 2000 2000 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 212 44 212.025 212 860 212.489 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F23 CONCRETE SLEEPR 1968 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 212 860 212.489 212 902 212.513 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 212 902 212.513 212 1375 212.781 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 212 1375 212.781 212 1650 212.937 BS113AFlatbottom BS113AFlatbottom CWR 2008 2008 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 212 1650 212.937 212 1670 212.949 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 212 1670 212.949 212 1692 212.961 BS113AFlatbottom BS113AFlatbottom CWR 1969 2014 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 212 1692 212.961 213 83 213.047 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 213 83 213.047 213 98 213.056 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 213 98 213.056 213 102 213.058 BS113AFlatbottom BS113AFlatbottom CWR 2009 2009 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 213 102 213.058 213 125 213.071 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 G44 CONCRETE SLPR 2009 Fastclip Integral Concrete Sleeper SWM2 2100 213 125 213.071 213 275 213.156 BS113AFlatbottom BS113AFlatbottom CWR 1969 1969 F23 CONCRETE SLEEPR 1969 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 213 275 213.156 213 924 213.525 BS113AFlatbottom BS113AFlatbottom CWR 1971 1971 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 213 924 213.525 213 1280 213.727 BS113AFlatbottom BS113AFlatbottom CWR 2008 2008 F27 CONCRETE SLEEPR 1971 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 213 1280 213.727 213 1606 213.913 BS113AFlatbottom BS113AFlatbottom CWR 2008 2008 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 213 1606 213.913 214 817 214.464 BS113AFlatbottom BS113AFlatbottom CWR 1979 1979 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 214 817 214.464 214 819 214.465 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1979 1979 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 214 819 214.465 214 826 214.469 BS113AFlatbottom BS113AFlatbottom CWR 1979 1979 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 214 826 214.469 214 847 214.481 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 F27 CONCRETE SLEEPR 1979 Pandrol Fastening Integral Concrete Sleeper SWM2 2100 214 847 214.481 214 857 214.487 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 2018 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 214 857 214.487 214 858 214.488 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 1978 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 214 858 214.488 214 1218 214.692 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 W560H STEEL SLEEPERS 2018 Fastclip Hook in SWM2 2100 214 1218 214.692 214 1219 214.693 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 1978 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 214 1219 214.693 214 1228 214.698 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 2018 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 214 1228 214.698 214 1229 214.698 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 2018 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 214 1229 214.698 214 1231 214.699 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2018 2018 2018 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 214 1231 214.699 214 1232 214.7 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 2018 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 214 1232 214.7 214 1254 214.713 BS113AFlatbottom BS113AFlatbottom CWR 2018 2018 2018 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 214 1254 214.713 214 1256 214.714 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1978 1978 2018 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 214 1256 214.714 214 1257 214.714 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 2018 PAN11 BASEPLATE Pandrol Fastening Screwed SWM2 2100 214 1257 214.714 214 1263 214.718 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 1978 PAN11 BASEPLATE Pandrol Fastening Screwed Start Location End Location Left rail year of Right rail year of Sleeper Line Track ID Left Rail Type Right Rail Type Jointed/Welded Sleeper type Baseplate type Rail Fastening Rail Fixing Miles Yards Decimal Miles Miles Yards Decimal Miles installation installation year SWA 2100 214 1393 214.791 214 1452 214.825 CWR SWA 2100 214 1452 214.825 214 1454 214.826 Adjustment Switch SWA 2100 214 1454 214.826 214 1465 214.832 CWR SWA 2100 214 1382 214.785 214 1393 214.791 BS113AFlatbottom BS113AFlatbottom CWR 1973 2001 F27 CONCRETE SLEEPR 1973 Pandrol Fastening Integral Concrete Sleeper SWA 2100 214 1465 214.832 214 1474 214.838 BS113AFlatbottom BS113AFlatbottom CWR 1978 2000 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 214 1474 214.838 214 1476 214.839 BS113AFlatbottom BS113AFlatbottom CWR 1978 2000 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 214 1476 214.839 214 1486 214.844 BS113AFlatbottom BS113AFlatbottom CWR 1978 2000 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 214 1486 214.844 215 110 215.062 BS113AFlatbottom BS113AFlatbottom CWR 2001 2000 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 110 215.062 215 124 215.07 BS113AFlatbottom BS113AFlatbottom CWR 2001 2001 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 124 215.07 215 127 215.072 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 1977 PAN11 BASEPLATE Pandrol Fastening Screwed SWA 2100 215 127 215.072 215 154 215.088 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 154 215.088 215 156 215.089 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1978 1978 1978 Pandrol Fastening Screwed SWA 2100 215 156 215.089 215 171 215.097 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 219 215.124 215 234 215.133 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 234 215.133 215 239 215.136 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 239 215.136 215 241 215.137 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1978 1978 1978 Fastening Not Known Screwed SWA 2100 215 241 215.137 215 242 215.137 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 242 215.137 215 270 215.153 BS113AFlatbottom BS113AFlatbottom CWR 2007 2004 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 270 215.153 215 484 215.275 BS113AFlatbottom BS113AFlatbottom CWR 2007 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 484 215.275 215 493 215.28 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 493 215.28 215 495 215.281 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 1978 Fastening Not Known Screwed SWA 2100 215 495 215.281 215 559 215.318 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 1978 PAN BASEPLATES Pandrol Fastening Screwed SWA 2100 215 559 215.318 215 572 215.325 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 1957 ST BASEPLATES STRAIGHT/CHAMFERED ST Clip Screwed SWA 2100 215 572 215.325 215 582 215.331 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWA 2100 215 582 215.331 215 584 215.332 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2007 2007 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWA 2100 215 584 215.332 215 592 215.336 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 1981 PAN11 BASEPLATE Pandrol Fastening Screwed SWA 2100 215 592 215.336 215 594 215.337 BS113AFlatbottom BS113AFlatbottom CWR 2007 2007 1972 PAN8 BASEPLATE Pandrol Fastening Spiked SWA 2100 215 594 215.337 215 612 215.348 BS113AFlatbottom BS113AFlatbottom Jointed 1973 1973 1972 PAN8 BASEPLATE Pandrol Fastening Spiked SWA 2100 215 655 215.372 215 680 215.386 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 680 215.386 215 682 215.387 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 1978 1978 1978 PAN11 BASEPLATE Pandrol Fastening Screwed SWA 2100 215 682 215.387 215 691 215.393 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 691 215.393 215 693 215.394 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 1978 Fastening Not Known Screwed SWA 2100 215 693 215.394 215 714 215.406 BS113AFlatbottom BS113AFlatbottom CWR 1978 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 714 215.406 215 792 215.45 BS113AFlatbottom BS113AFlatbottom CWR 2007 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 792 215.45 215 818 215.465 BS113AFlatbottom BS113AFlatbottom CWR 2007 2004 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 818 215.465 215 880 215.5 BS113AFlatbottom BS113AFlatbottom CWR 2007 1978 F27 CONCRETE SLEEPR 1978 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 880 215.5 215 946 215.537 BS113AFlatbottom BS113AFlatbottom CWR 2007 1983 F27BS CONCRETE 1983 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 946 215.537 215 968 215.55 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 F27BS CONCRETE 1983 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 968 215.55 215 1034 215.587 BS113AFlatbottom BS113AFlatbottom CWR 2010 1983 F27BS CONCRETE 1983 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 1034 215.587 215 1323 215.752 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 F27BS CONCRETE 1983 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 1323 215.752 215 1325 215.753 BS113AFlatbottom BS113AFlatbottom Adjustment Switch 2011 2011 1983 Fastening Not Known Screwed SWA 2100 215 1325 215.753 215 1334 215.758 BS113AFlatbottom BS113AFlatbottom CWR 2011 2011 F27BS CONCRETE 1983 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 1334 215.758 215 1347 215.765 BS113AFlatbottom BS113AFlatbottom CWR 1983 1983 F27BS CONCRETE 1983 Pandrol Fastening Integral Concrete Sleeper SWA 2100 215 1347 215.765 215 1353 215.769 BS113AFlatbottom BS113AFlatbottom CWR 1973 1973 1972 PAN8 BASEPLATE Pandrol Fastening Spiked SWA 2100 215 1353 215.769 215 1359 215.772 BS113AFlatbottom BS113AFlatbottom CWR 1973 1973 1972 PAN8 BASEPLATE Pandrol Fastening Spiked SWA 2100 215 1403 215.797 215 1411 215.802 BS113AFlatbottom BS113AFlatbottom Jointed 1973 1973 1971 Pandrol Fastening Screwed SWA 2100 215 1411 215.802 215 1419 215.806 BS113AFlatbottom BS113AFlatbottom Jointed 1973 1973 1971 Pandrol Fastening Screwed SWA 2100 215 1458 215.828 215 1461 215.83 BS113AFlatbottom BS113AFlatbottom Jointed 1971 1971 1971 Pandrol Fastening Screwed SWA 2100 215 1461 215.83 215 1468 215.834 BS113AFlatbottom BS113AFlatbottom Jointed 1971 1971 1971 Pandrol Fastening Screwed
Appendix B4:
Appendix Item Balfour Beatty Rail Portal Gauging Review
Page 53 of File Ref: 161034-NRD-G1-CDSW-REP-EMF-100000 Issue No: P.01 59
Reduced, Special Reduced and Anomaly Structures on the SWM2 170M 30CH to 216M 07CH From Balfour Beatty Gauging Portal 08/10/2018
Elr Line Structure Name Type SubType Start Distance End Distance Clearance Category 2009 TightestUpperClearance TightestLowerClearance Miles Yards Miles Yards SWM2 1100 Post 170 Miles 45 Chains S&T Poles & Posts 170 975 170 976 Special Reduced TRUE 999 24.10000038 SWM2 1100 Clare Road Bridge No.17057 Underbridge Underbridge 170 1244 170 1265 Reduced FALSE 999 28.79999924 SWM2 1100 Miniature Speed Board with Directional Arrow 171 Miles 60 Chains Lineside Furniture Sign Equipment 171 1331 171 1331 Anomaly FALSE 999 -14 SWM2 1100 St Georges Level Crossing 175 Miles 61 Chains Crossing Level Crossing 175 1334 175 1356 Anomaly FALSE 803.2999878 -48.79999924 SWM2 1100 Black Bridge Bridge No.18036 Underbridge Centre Girder Underbridge 180 787 180 842 Reduced FALSE 831.7999878 40.20000076 SWM2 1100 Pontyclun Station Up Platform Platform Platform 181 822 181 938 Anomaly TRUE 999 -38.20000076 SWM2 1100 Llanharan Station Up Platform Platform Platform 184 1544 184 1653 Anomaly TRUE 999 -60.29999924 SWM2 1100 Pencoed Station Up Main Platform Platform Platform 187 242 187 353 Anomaly TRUE 999 -4.400000095 SWM2 1100 Bridgend Station Up Platform 2 Platform Platform 190 851 190 1129 Anomaly TRUE 999 -47.20000076 SWM2 1100 Sign Post 190 Miles 73 Chains Lineside Furniture Sign Equipment 190 1609 190 1609 Anomaly FALSE 120.9000015 -1 SWM2 1100 Pyle Station Up Main Platform Platform Platform 196 782 196 901 Anomaly TRUE 999 -30.20000076 SWM2 1100 Morfa Bach Bridge No.19812 Underbridge Underbridge 198 264 198 275 Anomaly FALSE 390.8999939 -72 SWM2 1100 Port Talbot Parkway Station Up Platform 2 Platform Platform 202 1126 203 492 Anomaly TRUE 999 -51.79999924 SWM2 1100 Baglan Station Up Main Platform Platform Platform 204 1220 204 1326 Anomaly TRUE 999 -17.20000076 SWM2 1100 Briton Ferry Station Up Main Platform Platform Platform 206 794 206 914 Anomaly TRUE 999 -15.19999981 SWM2 1100 Neath General Station Up Platform Platform Platform 208 372 208 571 Special Reduced TRUE 999 23.89999962 SWM2 1100 Skewen Station Up Main Platform Platform Platform 210 545 210 653 Special Reduced TRUE 999 4.800000191 SWM2 1100 Llansamlet (new) Station Up Platform Platform Platform 212 213 212 333 Anomaly TRUE 999 -8.399999619 SWM2 1100 Landore Viaduct Bridge No.21439H Viaduct Viaduct 214 879 214 1273 Reduced FALSE 644.7999878 49.90000153 SWM2 1100 Ground Signal 214 Miles 62 Chains Signal Ground Signal 214 1359 214 1360 Reduced FALSE 999 40.09999847 SWM2 1100 Pentre Estyll/maggie Dick`s Bridge No.21521 Underbridge Underbridge 215 462 215 491 Anomaly TRUE -176.5 -100.5999985
SWM2 2100 Bute Street Bridge No.17009 Underbridge Underbridge 170 175 170 197 Anomaly TRUE 999 -6.9 SWM2 2100 Ground Signal 170 Miles 46 Chains Signal Ground Signal 170 998 170 998 Anomaly FALSE 999 -21.6 SWM2 2100 Clare Road Bridge No.17057 Underbridge Underbridge 170 1236 170 1256 Anomaly FALSE 411.4 -90.7 SWM2 2100 Miniature Speed Board (15 >) 171 Miles 53 Chains Lineside Furniture Sign Equipment 171 1183 171 1183 Anomaly FALSE 999 -4 SWM2 2100 Peterston Road Bridge No.17706H Underbridge Centre Girder Underbridge 177 112 177 128 Anomaly TRUE 999 -0.800000012 SWM2 2100 Pontyclun Station Down Platform Platform Platform 181 828 181 938 Anomaly TRUE 999 -24.20000076 SWM2 2100 Llanharan Station Down Platform Platform Platform 183 1522 183 1653 Anomaly TRUE 999 -17.60000038 SWM2 2100 Pencoed Station Down Main Platform Platform Platform 186 1240 186 1351 Anomaly TRUE 999 -79 SWM2 2100 Bridgend Station Down Platform 1 Platform Platform 190 848 190 1023 Anomaly TRUE 999 -58.20000076 SWM2 2100 Sign Post 202 Miles 19 Chains Lineside Furniture Sign Equipment 202 408 202 409 Anomaly TRUE 999 -3.700000048 SWM2 2100 Port Talbot Parkway Station Down Platform 1 Platform Platform 202 1174 202 1488 Anomaly TRUE 999 -55.79999924 SWM2 2100 Briton Ferry Station Down Main Platform Platform Platform 206 826 206 944 Anomaly TRUE 999 -40.20000076 SWM2 2100 Longford Bridge No.20933H Underbridge Underbridge 209 726 209 737 Anomaly TRUE 263.5 -9.199999809 SWM2 2100 Skewen Station Down Main Platform Platform Platform 210 564 210 683 Anomaly TRUE 999 -50.20000076 SWM2 2100 Llansamlet (new) Station Down Platform Platform Platform 212 28 212 149 Anomaly TRUE 999 -36.40000153 SWM2 2100 Miniature Speed Board 190 Miles 60 Chains Lineside Furniture Sign Equipment 190 1309 190 1310 Special Reduced TRUE 193 5.099999905 SWM2 2100 Pyle Station Down Main Platform Platform Platform 196 782 196 901 Special Reduced TRUE 999 13.80000019 SWM2 2100 Ground Signal: PT7535 202 Miles 3 Chains Signal Ground Signal 202 58 202 58 Special Reduced TRUE 999 4.400000095 SWM2 2100 Baglan Station Down Main Platform Platform Platform 204 1219 204 1325 Special Reduced TRUE 999 9.800000191 SWM2 2100 Neath General Station Down Platform Platform Platform 208 311 208 590 Special Reduced TRUE 999 7.199999809
Appendix C1:
Appendix Item Structures Asset Register
Page 54 of File Ref: 161034-NRD-G1-CDSW-REP-EMF-100000 Issue No: P.01 59
RA Rating SCMI No. of Assessment Relevant to GRIP ELR Mileage Name Asset Type Asset No. Owned By RA Rating in NESA Current Line speed Proposed Line Speed Width Construction Type Over Current Description Section Civils Interventions Score Spans Available? 1 Project? Linespeed
Structure comprises of 3 decks. Deck 1 supports BAN2 0.0192 Vernon Works Tramway Underbridge 0 08.75 NR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A BAN single and BJZ Down. Deck 2 supports BJZ Up. No N/A No civils intervention. Out of scope. Deck 3 supports SWM2 Up and Down. DK1 consists of a pre‐cast concrete unit deck. Structure comprises of 5 decks that carries both DK2 consist of an in‐situ concrete deck. DK3 is the SWM2 Up and Down Mains and Up Relief and a stone arch. DK4 is a pre‐cast concrete unit OVE single line. OVE line currently closed due to OVE 1.0341 Over stream. Also carries OVE at 1 15.5 Underbridge 1 15.5 NR N/A N/A N/A Unknown 1 50m deck and DK5 is and in‐situ concrete deck. Water and pipelines N/A N/A No N/A No civils intervention. Out of scope. Harbour Way development. Structure that carries Abutments are a mixture of pre‐cast concrete SWM2 line is 220.1023 'Over stream' or units, brickwork and in‐situ concrete. 3m Steelworks Stream. span. VON 41.0439 Vale Of Neath Rly ‐ VON Under At 41 20 Intersection Bridge 208 49 NR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No N/A No civils intervention. Out of scope. SWM2 170.0660 mm H by m L on , over Retaining Wall 170 30 Unknown 8 25mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. 5no. Span masonry arch viaduct comprising of brick parapets, spandrels, wing walls, Yes. Level 0 dated SWM2 170.0836 River Taff Viaduct 170 38 NR 8 25mph 25mph 74 5 13.8m Water (River Taff) 10 Structure carries 10no. Tracks. Yes 1 Speed remaining the same. No civils interventions required. abutments and piers with mass concrete bed 2016. Compliant. stones. 69m span 33no. Main girders with longitudinal 30 jack Blocked off public road but arches and 2 concrete decks. Abutments SWM2 170.0924 Taff Mead Embankment Underbridge 170 42 NR 8 30mph 30mph 73 1 49.55m vehicles can still access No. Non compliant. 10 Structure is attached to River Taff viaduct. Yes 1 Speed remaining the same. No civils interventions required. consists of mass concrete and masonry. beneath the structure. 13.415m span. SWM2 170.0924 mm H by m L on , over Retaining Wall 170 42 Unknown 8 30mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 170.1122 5200mm H by 100m L on , Rail over Land Retaining Wall 170 51 Unknown 8 30mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 170.1155 6000mm H by 40m L on , Rail over Land Retaining Wall 170 52.5 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 170.1232 1700mm H by 10m L on , Rail over Land Retaining Wall 170 56 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Structure comprises of 3 decks. DK 1 (DCK1‐3) consists of I main girders, cross girders, rail bearers and DCK 4 consists of main girders and Steel half through underbridge consisting of I llantarnum type cross girders and box girders. DK2 girders, hog back girders, box girders and Road (2 lanes; Claire Road / Yes. Level 1 dated (DCK1‐3) consists of llantarnum type cross girders SWM2 170.1254 Clare Road Underbridge 170 57 NR 8 75mph 60mph 67 1 34.46m 0 / Modern Yes 1 Speed remaining the same. No civils interventions required. llantarnum type cross girders. Stone A4119) 30mph 2006. Compliant. and box girders and DCK4‐5 consist of I main abutments. Sq span 15.18m, sk span 15.85m. girders, cross girders and rail bearers. Additional deck to downside carries BRY line and is considered a separate structure despite sharing an I girder with DK1. SWM2 170.1298 3500mm H by 60m L on , Rail over Land Retaining Wall 170 59 Unknown 8 30mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 170.1364 4' Brick Barrel Culvert 170 62 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 1 No civils intervention. Out of scope. SWM2 170.1364 4000mm H by 115m L on , Rail over Land Retaining Wall 170 62 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 170.1452 2100mm H by 190m L on , Rail over Land Retaining Wall 170 66 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 170.1672 Canton Loco Footbridge Footbridge 170 76 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading change (increased speed of 15mph) will affect the structure. Worst case is Construction type unknown but has manhole Barrel only part examined due to man hole. Brick SWM2 170.1716 3' Brick Barrel Culvert 170 78 NR 8 75mph 80mph ‐ 1 24m Water N/A N/A Yes 1 a full culvert replacement, however a qualitative or quantitative access points. Diameter unknown. chamber assessment based on construction type should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 171.0528 3000mm H by 40m L on , Rail over Road Pub Retaining Wall 171 24 D/S Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 171.0528 mm H by m L on , over Retaining Wall 171 24 U/S Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Metallic half through structure with unknown SCMI score. NRDD search Steel half through underbridge consisting of Yes. Level 1 dated shows no compliant assessment available for this structure, assumed that 5no. main girders, cross girders, rail bearers Road (2 lanes; Leckwith Road) 2004. Level 0 dated SWM2 171.0594 Leckwith Road Underbridge 171 27 NR 8 75mph 80mph Unknown 1 17.2m Structure carries 4no. Lines Yes 1 structure requires new deck for GRIP 1. Recommended to undertake an and plate floor. Concrete lined wing walls and 30mph 2016, but not assessment at the next GRIP stage and it is highly likely that a new deck abutments. Span 15.22m. signed. Compliant. with be assessed out.
SWM2 171.0836 2000mm H by 10m L on , Rail over Land Retaining Wall 171 38 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Structure currently passing for RA8 loading. Cross girder passes in bending compression at midspan (corroded section) to RA9. Main girder external passes at RA15+, main girder internal passes at RA11, rail bearers pass at Half through structure comprises of steel RA12. It is recommended that 8no. cross girders are strengthened on the main girders, cross girders, rail bearers and Road ( 2 lanes; Grosvenor Yes. Level 0 dated SWM2 171.1403 Grosvenor Street Underbridge 171 63.75 NR 8 75mph 80mph 65 1 16.55m 9 Structure carries 2no. Lines Yes 1 bottom flange using a top hat solution. Recommended to undertake a Level plate floor. Mass concrete abutments and Street and 2 footpaths) 30 mph 2013. Compliant. 0 assessment at the next GRIP stage with increased line speed and a wing walls. Span 12.22m targeted Level 1 assessment for cross girders which could mitigate the requirement of cross girder strengthening option or reduce strengthening to targeted cross girders.
SWM2 172.0220 5'9" Stone Arch Culvert 172 10 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 1 No civils intervention. Out of scope. SWM2 172.0616 Ely Paper Mills Footbridge Footbridge 172 28 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 172.0924 4' Span Culvert 172 42 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 1 No civils intervention. Out of scope. SWM2 172.1089 2' Brick Barrel Culvert 17249.5 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 1 No civils intervention. Out of scope.
SWM2 172.1122 Cowbridge Road AKA Ely Road Overbridge 172 51 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 172.1221 NIBR Culvert 172 55.5 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 1 No civils intervention. Out of scope. SWM2 172.1557 Llangattock Footbridge Footbridge 172 70.75 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Concrete beam structure with SCMI score of 86. NRDD search shows no Concrete beam structure. Longitudinal compliant assessment available for this structure, assumed that structure concrete beams sit on top of masonry SWM2 173.0220 Fairwater AKA Birdies Underbridge 173 10 NR 8 75mph 80mph 86 1 8.2m Public footpath No. Non compliant. Modern Structure carries 2no. Lines Yes 1 requires new deck for GRIP 1. Recommended to undertake an assessment abutments (relieving arches) and wing walls. at the next GRIP stage and it is highly likely that a new deck with be Span 4.53m assessed out.
SWM2 173.0814 5' Stone Arch Culvert 173 37 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 1 No civils intervention. Out of scope.
Longitudinal pre‐cast, prestressed concrete beams with transverse post‐tensioning Yes. Level 1 dated Concrete beam deck with SCMI score of 76 and assessed RA10. Speed supported on brickwork abutments. Wing 2003. Level 0 dated SWM2 173.0979 Williams River Ely Underbridge 173 44.5 NR 8 75mph 80mph 76 1 14.6m Water ‐ River Ely 10 Structure carries 2no. Lines Yes 1 increase of 10mph. As RA is above RA10, no civils interventions required, walls are also constructed of brickwork. 2017, but not but recommend assessment with increased speed. Central precast concrete cover slab located signed. Compliant. between beams. Span approximately 26m.
Structure currently passing for RA8 loading. Main girder external 2 passes in shear at the end (corroded section) on deck 1. Main girder external 1 Half through structure. Steel main girders, passes at RA13 (deck 1) and RA15 (deck 2), main girder internal passes at cross girders, rail bearers, deck plates and Yes. Level 0 dated Structure consist of 3 main girders per span. RA14 (deck 1 and deck 2), railbearer passes at RA15+ (deck 1 and 2), cross SWM2 173.1386 Goddards River Ely Underbridge 173 63 NR 8 75mph 85mph 52 3 12.6m brick and stone abutments / wing walls. Water ‐ River Ely 8 Yes 1 2012. Compliant. Structure carries 2no. Lines girder passes at RA15+ (deck 1 and 2). Supports consist of steel columns and cross It is recommended that MGE2 web on deck 1 is strengthened using bracing. Span approximately 36m. additional metal plates. Recommended to undertake a Level 0 assessment at the next GRIP stage with increased line speed. 16no. Longitudinal concrete beams supported Yes. Level 1 dated Structure consists of 8no. concrete beams per Concrete beam deck with SCMI score of 72 and assessed RA14 @75mph. on brickwork abutments, brick wing walls, SWM2 173.1716 Butchers River Ely Underbridge 173 78 NR 8 75mph 85mph 72 1 10m Water ‐ River Ely 2004. Level 0 dated 14 deck with a small gap between the decks. Yes 1 Speed increase of 10mph. As RA is above RA10, no civils interventions concrete parapet units and concrete cill 2018. Compliant. Structure carries 2no. Lines. required, but recommend assessment with increased speed. beams. Span approximately 26m.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Upside examined only, downside could not be Concrete pipe with no headwalls or wing change (increased speed of 10mph) will affect the structure. Worst case is SWM2 174.0369 2'6" culvert Culvert 174 16.75 NR 8 75mph 85mph ‐ 1 35m Water N/A N/A examined as culvert appears to go through private Yes 1 walls. Diameter 900mm. a full culvert replacement, however a qualitative assessment should be land which is fenced off. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 174.0572 6' Brick Arch Culvert 174 26 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 1 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Culvert to upside is a 3no. Ring brick arch Downside concrete pipe not accessed. Only change (increased speed of 10mph) will affect the structure. Worst case is SWM2 174.0743 Over St.Fagans Brook On Up side. Culvert 174 33.75 NR 8 75mph 85mph ‐ 1 18m (unknown diameter) with a concrete pipe Water N/A N/A Yes 1 viewed from outside face to upside. a full culvert replacement, however a qualitative assessment should be (600mm diameter) to the downside. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 174.0748 3000mm H by 70m L on , Rail over Land Retaining Wall 174 34 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Single span 4 ring brick arch. Stone and Yes. Level 0 dated Masonry arch with SCMI score of 62 and assessed RA15. Speed increase of SWM2 174.0825 St. Fagans Brook Underbridge 174 37.5 NR 8 75mph 85mph 62 1 10.4m Water 15 Structure carries 2no. Lines Yes 1 masonry wing walls. Span 3.1m 2018. Compliant. 10mph on masonry arch structure does not require civils interventions. SWM2 174.1100 3' Stone Barrel Culvert 174 50 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 1 No civils intervention. Out of scope. Former SFA 0 66.25 Over River Ely On Up SWM2 174.1293 Side of Line Bridge 174 58.75 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Side Deck spans. 6no. main girders per span with Metallic beam deck with SCMI score of 64 and assessed RA15. Speed bracings, tie bars, transverse timber deck and Yes. Level 0 dated SWM2 174.1298 Byes River Ely Underbridge 174 59 NR 8 75mph 85mph 64 3 10m Water ‐ River Ely 15 Structure carries 2no. Lines Yes 1 increase of 10mph. As RA is above RA10, no civils interventions required, brick abutments and wing walls. Piers consist 2012. Compliant. but recommend assessment with increased speed. of masonry. Span approximately 21m.
SWM2 174.1496 3'6" Concrete Pipe Culvert 174 68 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 1 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not Downside consists of concrete pipe and examined. Current condition unknown therefore it is unknown how loading stonework barrel, diameter 900mm. No Only viewed 3m in to culvert due to depth of change (increased speed of 10mph) will affect the structure. Worst case is SWM2 174.1507 2' Brick Arch Also Under Former SFA Culvert 174 68.5 NR 8 75mph 85mph ‐ 1 3m? Water N/A N/A Yes 1 headwalls or wing walls. Upside inlet not water. a full culvert replacement, however a qualitative assessment should be located. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 174.1755 On Up side Formerly SFA 0.46.25 Side of Line Bridge 174 79.75 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 175.0000 Llwyn Yr Eos AKA Butchers Overbridge 175 00 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 175.0044 Barry Docks Link Road Overbridge 175 02 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 175.0044 700mm H by 140m L on , Land over Rail Retaining Wall 175 02 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined Unable to access culvert from downside due to required as full culvert not examined due to standing water. Current Masonry barrel with masonry headwall and deep standing water. Inside of culvert only viewed condition unknown therefore it is unknown how loading change (increased SWM2 175.0374 3' Stone Arch Culvert 175 17 NR 8 75mph 85mph ‐ 1 3m? wing walls, upside has concrete extension to Water N/A N/A Yes 1 from approximately 3m from upside due to depth speed of 10mph) will affect the structure. Worst case is a full culvert headwall and wing walls. Diameter 950mm. of water. replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Structure currently passing for RA6 loading. Main girder external 1 passes at RA8 (bending compression), main girder internal passes at RA6 (web/flange connection) and RA9 (bending compression), railbearer passes Half through structure consists of 3no. Water ‐ River Ely and council at RA14, cross girder passes at RA15+. Welded main girders, cross girders, rail Yes. Level 0 dated SWM2 175.0528 St.Georges No.1 Underbridge 175 24 NR 8 75mph 85mph 61 1 11m owned/maintained footbridge 6 Structure carries 2no. Lines Yes 1 It is recommended that all main girders are strengthened to the bottom bearers, plate deck and brick abutments and 2018. Compliant. which carries a PROW flange using a top hat solution. Internal main girder connection between wing walls. Span approximately 34m web and flange should be strengthened using brackets. Recommended to undertake a Level 0 assessment at the next GRIP stage with increased line speed.
St.Georges No.1 Footbridge Diagonally under SWM2 175.0528 Side of Line Bridge 175 24 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. River Bridge Overall structure is in fair condition and fully examined. It is recommended Stone arch barrel with stone head wall and that a qualitative assessment be undertaken at the next GRIP stage to SWM2 175.0990 5' Stone Arch & Invert Culvert 175 45 NR 8 75mph 85mph ‐ 1 16m Water N/A N/A Full culvert examined. Yes 1 wing walls. Diameter 1,520mm confirm asset condition. However with a speed increase of 10mph it is highly likely that no structural intervention will be required.
SWM2 175.1320 1700mm H by 4.1m L on , Land over Rail Retaining Wall 175 60 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Structure currently passing for RA0 loading. Main girder external 1 passes Half through structure consists of 3no. at RA0 (shear) RA8 (bending compression), RA9 (bending tension) , main Yes. Level 1 dated Welded main girders, cross girders, rail girder internal passes at RA9 (shear), railbearer passes at RA12, cross girder SWM2 175.1386 St.Georges No.2 Underbridge 175 63 NR 8 75mph 85mph 67 1 14.6m Water ‐ River Ely 2004. Level 0 dated 0 Structure carries 2no. Lines Yes 1 bearers, plate deck and brick abutments and passes at RA15+. 2018. Compliant. wing walls. Sq span 16.8m, sk span 18.6m. It is recommended that full deck is replaced. Recommended to undertake a Level 0 assessment at the next GRIP stage with increased line speed.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Masonry barrel with masonry abutments and Inside of culvert only part examined. Unable to change (increased speed of 10mph) will affect the structure. Worst case is SWM2 176.0429 3' Stone Barrel Culvert 176 19.5 NR 8 75mph 85mph ‐ 1 19m headwalls (concrete block extension to Water N/A N/A view through culvert from downside due to deep Yes 1 a full culvert replacement, however a qualitative assessment should be downside). Diameter 950mm. mud. Culvert only viewed for 5m from downside. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Main construction is masonry arch barrel with Overall structure is in fair condition and fully examined. It is recommended downside Armco pipe extension for 3.5m and that a qualitative assessment be undertaken at the next GRIP stage to SWM2 176.0660 3' Stone Barrel Culvert 176 30 NR 8 75mph 85mph ‐ 1 27m upside Armco pipe extension 3m. Concrete Water N/A N/A Full culvert examined. Yes 1 confirm asset condition. However with a speed increase of 10mph it is block headwalls to both upside and downside. highly likely that no structural intervention will be required. Diameter 800mm. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Masonry barrel. Downside and upside has Unable to access culvert from upside due to change (increased speed of 10mph) will affect the structure. Worst case is SWM2 176.0946 3' Stone Barrel Culvert 176 43 NR 8 75mph 85mph ‐ 1 57m masonry head wall, upside also has pot Water N/A N/A access restrictions. Concrete block chamber Yes 1 a full culvert replacement, however a qualitative assessment should be sleeper wall. Diameter 920mm located 5m from track to downside. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 176.1342 2100mm H by 20m L on , Land over Rail Retaining Wall 176 61 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 176.1452 3000mm H by 40m L on , Land over Rail Retaining Wall 176 66 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 176.1496 Peterston Road Overbridge 176 68 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not Concrete pipe to downside located only. examined. Current condition unknown therefore it is unknown how loading Internals only viewed from outside face to Concrete block headwall and wing walls. Wing change (increased speed of 10mph) will affect the structure. Worst case is SWM2 176.1518 4'3" Stone Barrel & Concrete Pipe Culvert 176 69 NR 8 75mph 85mph ‐ 1 Unknown Water N/A N/A downside end. Unable to use CCTV crawler due to Yes 1 walls also constructed from sandbags. a full culvert replacement, however a qualitative assessment should be deep water and unable to locate upside inlet. Diameter 800mm. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Single span twin deck. Half through structure comprising of welded metallic girders and Metallic half through structure with SCMI score of 64 and assessed RA14. Road ‐ country lane single road, Yes. Level 1 dated SWM2 177.0143 Peterston Road Underbridge 177 06.5 NR 8 75mph 85mph 64 1 10.05m concrete deck. Structure also has metallic Modern Structure carries 2no. Lines Yes 1 Speed increase of 10mph. As RA is above RA10, no civils interventions 30mph 2008. Compliant. cantilever walkways. Stone and masonry required, but recommend assessment with increased speed. abutments and wing walls. Span 8.8m SWM2 177.0330 700mm H by 20m L on , Land over Rail Retaining Wall 177 15 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not Upside consists of concrete pipe with examined. Current condition unknown therefore it is unknown how loading concrete headwall. Downside has a concrete Concrete pipe only viewed for 2m from upside change (increased speed of 10mph) will affect the structure. Worst case is SWM2 177.0374 24" Concrete Pipe Culvert 177 17 NR 8 75mph 85mph ‐ 1 17m Water N/A N/A Yes 1 headwall and concrete slab 'catch pit' due to restricted access. a full culvert replacement, however a qualitative assessment should be covering downside culvert. Diameter 560mm. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Downside comprises of Armco pipe (2.8m), Overall structure is in fair condition and fully examined. It is recommended upside comprises masonry barrel with that a qualitative assessment be undertaken at the next GRIP stage to SWM2 177.0792 3' Stone Barrel Culvert 177 36 NR 8 75mph 85mph ‐ 1 22m masonry headwall and wing walls. Upside Water N/A N/A Full culvert examined. Yes 1 confirm asset condition. However with a speed increase of 10mph it is diameter 910mm, downside diameter highly likely that no structural intervention will be required. 1,000mm.
Detailed Examination of Parts Not Examined required as full culvert not Culvert consists of a masonry headwall and examined. Current condition unknown therefore it is unknown how loading wing walls on upside only, with concrete pipe Concrete pipe only viewed for 2m from upside change (increased speed of 10mph) will affect the structure. Worst case is SWM2 177.0968 18" Concrete Pipe Culvert 177 44 NR 8 75mph 85mph ‐ 1 21m inlet on upside (diameter 440mm). Downside Water N/A N/A due to restricted access. Downside viewed from Yes 1 a full culvert replacement, however a qualitative assessment should be has an 18'' Armco pipe (diameter 200mm) outside due to heavy silting. undertaken once a full Detailed Examination has been undertaken. outlet 5m outside boundary fence. Assessment is highly likely to assess out replacement option.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Stone arch culvert with stone headwalls. Water over soffit level on downside and to within change (increased speed of 10mph) will affect the structure. Worst case is SWM2 177.1232 3' Stone Barrel Culvert 177 56 NR 8 75mph 85mph ‐ 1 16m Water N/A N/A Yes 1 Diameter unknown. 30mm of soffit on upside. a full culvert replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 177.1573 Concrete Pipe Size? Culvert 177 71.5 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 1 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Stone arch culvert with concrete block Culvert too small to access with CCTV crawler. change (increased speed of 15mph) will affect the structure. Worst case is SWM2 177.1661 2' Stone Arch Culvert 177 75.5 NR 8 75mph 90mph ‐ 1 17m headwalls and stone wing walls. Diameter Water N/A N/A However structure is less than 20m and was Yes 1 a full culvert replacement, however a qualitative assessment should be 600mm viewed from both ends. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Overall structure is in fair condition and fully examined. It is recommended Masonry barrel with masonry headwall and that a qualitative assessment be undertaken at the next GRIP stage to SWM2 178.0231 3' Stone Barrel Culvert 178 10.5 NR 8 75mph 90mph ‐ 1 13m Water N/A N/A Full culvert examined. Yes 1 wing walls. Diameter 1,000mm. confirm asset condition. However with a speed increase of 15mph it is highly likely that no structural intervention will be required.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Stone barrel, headwall and wing walls. Culvert too small to access with CCTV crawler. change (increased speed of 15mph) will affect the structure. Worst case is SWM2 178.0660 3' Stone Barrel Culvert 178 30 NR 8 75mph 90mph ‐ 1 15m Downside diameter 500mm, upside diameter Water N/A N/A Yes 1 Concrete sleepers cover downside elevation. a full culvert replacement, however a qualitative assessment should be 600mm. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Half through single span structure consisting of 3 steel main girders with transverse Metallic half through structure with SCMI score of 70 and assessed RA10. Yes. Level 1 dated SWM2 178.1012 Pontsarn River Ely Underbridge 178 46 NR 8 75mph 90mph 70 1 13.5m concrete jack arch floor and concrete cross Water ‐ River Ely 10 Structure carries 2no. Lines Yes 1 Speed increase of 15mph. As RA is above RA10, no civils interventions 2008. Compliant. girders. Stone and masonry abutments and required, but recommend assessment with increased speed. wing walls. Sq span 21m, sk span 28.8m.
Structure currently passing for RA7 loading. Prestressed concrete beam failing flexure at midspan. All other results passing RA10+. It is recommended that the deck is strengthened by transversely connecting 3no. Structures / spans at this location. Central Structure comprises of 11no. longitudinal the beams together or casting a slab on top to increase the distribution of Yes. Level 1 dated span is the only operational span. Spans to the SWM2 179.0000 Duffryn Fach River Ely Underbridge 179 00 RE NR 8 75mph 90mph 74 1 10.4m concrete beams and brick abutments. Sq span Water ‐ River Ely 7 Yes 1 the load. 2014. Compliant. downside and upside are disused. Structure 16.4m, sk span 19.9m. Recommended to undertake a Level 0 assessment at the next GRIP stage carries 2no. Lines, with increased line speed and undertake investigative works to check is beams are currently transversely connected which would give greater capacity and cores to test concrete strength.
SWM2 179.0110 680mm H by 9m L on , Rail over Land Retaining Wall 179 05 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Stone barrel and headwalls. Low mileage end Culvert too small to access with CCTV crawler due SWM2 179.0176 Stone Arch On Down Side Culvert 179 08 NR 8 75mph 90mph ‐ 15mhas a bull head rail across culvert outlet. Water N/A N/A Yes 1 Structure runs parallel to the track. No civils intervention required. to silt build up. Culvert running parallel to track. Diameter 800mm. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Concrete pipe with masonry headwalls. Culvert too small to access with CCTV crawler, change (increased speed of 15mph) will affect the structure. Worst case is SWM2 179.0572 30" Concrete Pipe Culvert 179 26 NR 8 75mph 90mph ‐ 1 24m Water N/A N/A Yes 1 Diameter 600mm only viewed from both ends. a full culvert replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 179.0616 1300mm H by 140m L on , Rail over Land Retaining Wall 179 28 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Culvert too small to access with CCTV crawler, Masonry barrel with masonry headwall. SWM2 179.0726 3' Stone Culvert Under Road On Up Side Culvert 179 33 NR 8 75mph 90mph ‐ 16m Water N/A N/A only viewed from both ends. Culvert running Yes 1 Structure runs parallel to the track. No civils intervention required. Diameter 910mm parallel to track. SWM2 179.1210 M4 Link Road Overbridge 179 55 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Half through structure with steel main girders, Yes. Level 1 dated steel cross girders and transverse jack arches Metallic half through structure with SCMI score of 68 and assessed RA12. 2004. Level 0 dated SWM2 179.1254 Miskin River Ely AKA Pontalynpant Underbridge 179 57 NR 8 75mph 90mph 68 1 13.56m comprising of concrete units. Abutments and Water ‐ River Ely 12 Structure carries 2no. Lines Yes 1 Speed increase of 15mph. As RA is above RA10, no civils interventions 2017 but not wing walls comprise of stone. Sq span 19.6m, required, but recommend assessment with increased speed. signed. Compliant. sk span 26.9m.
Overall structure is in fair condition and fully examined. It is recommended Masonry barrel with masonry headwall and CCTV trawler could only go 3m in from downside that a qualitative assessment be undertaken at the next GRIP stage to SWM2 179.1595 2' Stone & Brick Barrel Culvert 179 72.5 NR 8 75mph 90mph ‐ 1 14m wing walls. Upside diameter 660mm, Water N/A N/A due to stone obstruction and 11m from upside Yes 1 confirm asset condition. However with a speed increase of 15mph it is downside diameter 650mm. due to same stone obstruction. highly likely that no structural intervention will be required.
SWM2 180.0110 Motorway Overbridge 180 05 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined required as full culvert not examined due to standing water. Current Masonry barrel with masonry headwall and Only viewed from both ends due to high water condition unknown therefore it is unknown how loading change (increased SWM2 180.0528 3' Stone Barrel Culvert 180 24 NR 8 75mph 90mph ‐ 1 16m Water N/A N/A Yes 1 wing walls. Diameter 915mm level. speed of 15mph) will affect the structure. Worst case is a full culvert replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Structure passing at RA9. Floor plate at misdpan bending RA9, all other elements passing at RA10+. It is recommended that floor plate are strengthened with additional plating. Recommended to undertake a Level 0 assessment at the next GRIP stage with increased line speed and a targeted Level 1 assessment on the floor plate. Metallic half through structure with the following clearances: Upside / high mileage; 1,1188mm Upside / low mileage; 1,418mm Half through steel structure with 3no. Welded Downside / high mileage; 989mm main girders, cross girders, rail bearers, plate Yes. Level 1 dated Downside / low mileage; 1,080mm SWM2 180.0792 Black Bridge River Ely Underbridge 180 36 NR 8 75mph 90mph 67 2 10m Water ‐ River Ely 9 Structure carries 2no. Lines Yes 1 deck and masonry abutments and pier. Sq 2014. Compliant. Speed on structure is increasing from 75mph to 90mph. Minimum span circa 34m, sk span 40.9m. clearance required is 1,300mm. No room on structure to undertake horizontal realignment, however current NR land boundary is existing width of structure. To increase deck width for track interventions will require easement and / or compulsory land purchase. This is considered a high intervention and therefore a high track intervention over this structure cannot be considered due to the resulting high civils intervention. As civils intervention for horizontal track alignment is considered 'high', only civils intervention required is for deck strengthening associated with speed increase.
SWM2 180.1122 1500mm H by 65m L on , Land over Rail Retaining Wall 180 51 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 180.1210 New Mill AKA Scouts Overbridge 180 55 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 180.1254 1300mm H by 25m L on , Rail over Water Retaining Wall 180 57 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Structure currently failing at RA0 loading. Main girder external 1 failing at RA0 (shear), main girder internal failing at RA0 (shear) and RA1 (bending Half through steel structure with 3no. Welded Yes. Level 1 dated compression) and RA6 (bending compression and tension), railbearer main girders, cross girders, rail bearers, plate 2003. Level 0 dated SWM2 180.1265 New Mill River Ely Underbridge 180 57.5 NR 8 75mph 90mph 73 1 10m Water ‐ River Ely 0 Structure carries 2no. Lines Yes 1 passes at RA15+, cross girder passes at RA6 (shear). deck and stone abutments and wing walls. Sq 2018 but not It is recommended that the full deck is replaced. Recommended to span 15.327m, sk span 21.213m. signed. Compliant. undertake a Level 0 assessment at the next GRIP stage with increased line speed.
Masonry barrel to the downside with masonry Overall structure is in fair condition and fully examined. It is recommended headwall and wing walls and concrete pipe to that a qualitative assessment be undertaken at the next GRIP stage to SWM2 180.1540 3' Stone Barrel Culvert 180 70 NR 8 75mph 90mph ‐ 1 18m the upside with concrete headwall and wing Water N/A N/A Full culvert examined. Yes 1 confirm asset condition. However with a speed increase of 15mph it is walls.. Downside diameter 930mm, upside highly likely that no structural intervention will be required. diameter 900mm.
Masonry arch with unknown SCMI score. NRDD search shows no compliant Masonry barrel, masonry wing walls and brick assessment available for this structure, however RAM assessment list SWM2 181.0198 Maesyfelin Underbridge 181 09 NR 8 75mph 85mph Unknown 1 15.5m Standing water / track No. Non‐compliant. 10 Structure carries 2no. Lines Yes 1 spandrel and voussoirs. Span 1.8 m. states an assessed RA10. Speed increase of 10mph on masonry arch structure does not require civils interventions.
Structure currently failing at RA0 loading. Main girder external 1 failing at RA0 (shear), main girder internal passing at RA15+, railbearer passes at RA9 Half through steel structure with 3no. Welded Yes. Level 1 dated (shear), cross girder internal and external passes at RA14. main girders, cross girders, rail bearers, plate SWM2 181.0319 Maesyfelin River Ely Underbridge 181 14.5 NR 8 75mph 85mph Unknown 1 11.2m Water ‐ River Ely 2001. Level 0 dated 0 Structure carries 2no. Lines Yes 1 It is recommended that deck is replaced. Recommended to undertake a deck and stone abutments and wing walls. Sq 2018. Compliant. Level 0 assessment at the next GRIP stage with increased line speed and span 23.4m. targeted Level 1 assessment for railbearers which might remove requirement to strengthen rail bearers.
Masonry barrel with masonry headwall and Overall structure is in fair condition and fully examined. It is recommended wing walls. Downside catchpit consists of Examined from upside using CCTV owing to that a qualitative assessment be undertaken at the next GRIP stage to SWM2 181.0561 2' Stone Barrel Culvert 181 25.5 NR 8 75mph 85mph ‐ 1 175m Water N/A N/A Yes 1 concrete blocks with 5no. Bull head rail to top catchpit / chamber to downside. confirm asset condition. However with a speed increase of 10mph it is of culvert acting as a cover. Diameter 600mm. highly likely that no structural intervention will be required.
SWM2 181.0765 British Gas Own & Maintain Pipe Bridge 181 34.75 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 181.0770 Llantrisant AKA Pontyclun Overbridge 181 35 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 181.0880 Pontyclun Station Footbridge Footbridge 181 40 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Structure comprises of 2 separate deck types per span. 6 decks in total. The downside part Masonry arches pass at RA10. The concrete beam extension carrying the Yes. Level 0 dated consists of concrete beams and the upside main lines has an overall capacity of RA8. It is recommended that the deck 2016 (masonry part consists of 5 ring masonry arches. The is strengthened by casting a slab on top to increase the distribution of the SWM2 181.0968 River Ely ‐ Up & Down Mains Underbridge 181 44 M NR 8 75mph 85mph 69 3 15.4m Water ‐ River Ely arch) Level 1 dated 8 Structure carries 2no. Lines Yes 1 concrete beam spans are operational and the load. 2001 (concrete masonry arches are redundant. Piers are Recommended to undertake a Level 0 assessment at the next GRIP stage deck). Compliant. stone, abutment consists of stone and with increased line speed and undertake cores to test concrete strength. concrete slabs. Span 18.6m
Structure is a single span steel structure, parallel to River Ely ‐ Up & Down Mains at the same SWM2 181.0968 River Ely ‐ Sidings Over River On Up Side Underbridge 181 44 U/S NR 8 75mph 85mph N/A N/A N/A N/A N/A N/A N/A No 1 Redundant deck. No civils interventions required. mileage. Track has been removed. Redundant structure. Steel Pipe Over River On N. Side Of Access SWM2 181.0968 Pipe Bridge 181 44.00 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Road Bridge (Up side) SWM2 181.0968 S&T Cable Bridge Over River Ely Side of Line Bridge 181 44 D/S NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 181.0968 Road Over River Ely On Up Side Side of Line Bridge 181 44 U/S NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Only viewed from both ends, downside end Detailed Examination of Parts Not Examined required as full culvert not obscured as located on private property as 8m examined. Current condition unknown therefore it is unknown how loading Masonry barrel and headwall. Upside outside fence line and obscured by vegetation. change (increased speed of 10mph) will affect the structure. Worst case is SWM2 181.1056 3'6" Stone Barrel Culvert 181 48 NR 8 75mph 85mph ‐ 1 68m Water N/A N/A Yes 1 diameter 900mm. Downside end not viewed. Water ponding in this area, however this is a full culvert replacement, however a qualitative assessment should be intentional and done by the property owner to undertaken once a full Detailed Examination has been undertaken. form a feature with fish in the pond. Assessment is highly likely to assess out replacement option.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Concrete pipe to downside with concrete Internals only part examined due to obstruction change (increased speed of 10mph) will affect the structure. Worst case is SWM2 181.1441 3' Span Of Mixed Construction Culvert 181 65.5 NR 8 75mph 85mph ‐ 1 Unknown headwall and wing walls. Diameter 760mm. Water N/A N/A preventing full CCTV access. Unable to locate Yes 1 a full culvert replacement, however a qualitative assessment should be Manhole located in road to downside. upside inlet. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 181.1694 Tynbryn Footbridge AKA Boars Head Footbridge 181 77 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Internals only part examined due to obstruction Masonry barrel and headwall. Downside change (increased speed of 10mph) will affect the structure. Worst case is SWM2 181.1705 3' Stone Arch Culvert 181 77.5 NR 8 75mph 85mph ‐ 1 Unknown Water N/A N/A preventing full CCTV access. Unable to locate Yes 1 diameter 900mm. Upside outlet not found. a full culvert replacement, however a qualitative assessment should be upside inlet. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Barrel, inlet, headwall and wing walls not change (increased speed of 10mph) will affect the structure. Worst case is SWM2 182.0352 3' Stone Barrel & Concrete Pipe Culvert 182 16 NR 8 75mph 85mph ‐ 1 23m Water N/A N/A No part of culvert examined. Yes 1 visible due to water depth. Diameter 900mm. a full culvert replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Stone arch, headwalls and wing walls. Internals only viewed from 6m from upside due to change (increased speed of 10mph) will affect the structure. Worst case is SWM2 182.0550 3' Stone Barrel Culvert 182 25 NR 8 75mph 85mph ‐ 1 18m Water N/A N/A Yes 1 Diameter 900mm depth of water. a full culvert replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Overall structure is in fair condition and fully examined. It is recommended Stone arch culvert with stone headwall and that a qualitative assessment be undertaken at the next GRIP stage to SWM2 182.0847 5'9" Stone Arch Culvert 182 38.5 NR 8 75mph 85mph ‐ 1 23m Water N/A N/A Full culvert examined. Yes 1 wing walls. Diameter 1,850mm. confirm asset condition. However with a speed increase of 10mph it is highly likely that no structural intervention will be required.
Overall structure is in fair condition and fully examined. It is recommended Stone arch culvert with stone headwall and that a qualitative assessment be undertaken at the next GRIP stage to SWM2 182.1210 3' Stone Barrel Culvert 182 55 NR 8 75mph 85mph ‐ 1 27m Water N/A N/A Full culvert examined. Yes 1 wing walls. Diameter 900mm. confirm asset condition. However with a speed increase of 10mph it is highly likely that no structural intervention will be required.
3' Armco Pipe On Down Side At Level Full culvert examined. Culvert runs parallel to SWM2 182.1584 Culvert 182 72 NR 8 75mph 85mph ‐ 1 7m Armco pipe culvert. Diameter 700mm Water N/A N/A Yes 1 Structure runs parallel to the track. No civils intervention required. Crossing track. SWM2 183.0000 700mm H by 33m L on , Land over Rail Retaining Wall 183 00 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Downside located in catchpit to downside Catchpit to downside cess. Inaccessible culvert change (increased speed of 10mph) will affect the structure. Worst case is SWM2 183.0176 3' Stone Barrel Culvert 183 08 NR 8 75mph 85mph ‐ 1 Unknown cess. Upside outlet not located. Diameter Water N/A N/A Yes 1 interior. a full culvert replacement, however a qualitative assessment should be unknown. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 183.0682 Squires Overbridge 183 31 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 183.0946 400mm H by 9m L on Land Over Rail Retaining Wall 183 43 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Upside consists of masonry headwall and Unable to remove barlow rail covers to downside change (increased speed of 10mph) will affect the structure. Worst case is SWM2 183.1100 3' Stone & Barlow Rail Deck Culvert 183 50 NR 8 75mph 85mph ‐ 1 10m wing walls. Culvert construction type Water N/A N/A elevation. Upside elevation has a concrete Yes 1 a full culvert replacement, however a qualitative assessment should be unconfirmed. Diameter 910mm. chamber too small for access. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 183.1430 Llanharan Overbridge 183 65 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 183.1441 R.C.T.CBC Own & Maintain Footbridge 183 65.5 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 183.1447 3'0" Concrete Pipe Culvert Culvert 18365.7500 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A No report available in CARRS No 1 No civils intervention. Out of scope.
Single span 2 ring masonry arch carrying Masonry arch with unknown SCMI score. NRDD search shows no compliant railway over watercourse. To both upside and assessment available for this structure, assumed that structure requires SWM2 183.1463 Llanharan Brook Underbridge 183 66.5 NR 8 75mph 85mph Unknown 1 17m Water No. Non‐compliant. N/A Structure carries 2no. Lines Yes 1 downside there are concrete boxes with inlet new deck for GRIP 1. Recommended to undertake an assessment at the flaps. Span 2m. next GRIP stage and it is highly likely that a new deck with be assessed out. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Only viewed from outside face to downside due to 4' Brick Arch On Down Side Under O/B Masonry 2no. Brick arch culvert with masonry change (increased speed of 10mph) will affect the structure. Worst case is SWM2 183.1463 Culvert 183 66.5 NR 8 75mph 85mph ‐ 1 16m Water N/A N/A deep water in culvert. Unable to access upside Yes 1 Approach headwall and wing walls. Diameter 1,620mm. a full culvert replacement, however a qualitative assessment should be due to locked access grill. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Structure comprises of two deck types. Downside deck comprises of longitudinal steel trough deck on masonry and brick abutments Masonry arch and metallic trough deck with SCMI score of 68 and assessed Yes. Level 0 dated SWM2 184.0440 Bryncae Brook Underbridge 184 20 NR 8 75mph 85mph 68 1 23.39m and wing walls; 5.52m length. Upside deck Water 15 Structure carries 2no. Lines Yes 1 RA15. Speed increase of 10mph. As RA is above RA10, no civils 2016. Compliant. comprises of masonry arch comprising of interventions required, but recommend assessment with increased speed. stone and masonry 17.5m in length. Span 3.06m.
Recommendation made for horizontal track changes valid for speed Masonry barrel culvert with masonry increase interventions also. Overall structure is in fair condition and fully SWM2 184.0902 3' Stone Barrel Culvert 184 41 NR 8 75mph 85mph ‐ 1 22m headwall and wing walls. Catchpit to Water N/A N/A Full culvert examined. Yes 1 examined. It is recommended that a qualitative assessment be undertaken downside. Diameter 840mm. at the next GRIP stage to confirm asset condition. However with a low track intervention required, no structural intervention will be required.
SWM2 184.0913 1400mm H by 8m L on , Rail over Land Retaining Wall 184 41.5 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Overall structure is in fair condition and fully examined. It is recommended Masonry barrel culvert with masonry that a qualitative assessment be undertaken at the next GRIP stage to SWM2 184.1188 3' Stone Barrel Culvert 184 54 NR 8 75mph 85mph ‐ 1 18.5m Water N/A N/A Full culvert examined. Yes 1 headwall and wing walls. Diameter 960mm. confirm asset condition. However with a speed increase of 10mph it is highly likely that no structural intervention will be required.
SWM2 184.1584 4000mm H by 140m L on , Rail over Land Retaining Wall 184 72 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Structure currently failing at for RA0 loading. Main girder internal failing in shear and bending. It is recommended that the deck is replaced. Structure comprises of 17no. Concrete beams Yes. Level 0 dated Structure sits on top of a culvert. Structure carries Recommended to undertake a Level 0 assessment at the next GRIP stage SWM2 184.1738 Brynna Brook Underbridge 184 79 NR 8 75mph 85mph 74 1 12.2m sitting on concrete and brick abutments with Water and pipe. 0 Yes 1 2014. Compliant. 2no. Lines with increased line speed and undertake investigative works to check is concrete block wing walls. 3m span. beams are currently transversely connected which would give greater capacity and cores to test concrete strength.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Internals not examined. Only viewed from outside Masonry barrel culvert with masonry change (increased speed of 10mph) will affect the structure. Worst case is SWM2 184.1738 Stone Arch Under Road On ? Side Culvert 184 79 NR 8 75mph 85mph ‐ 1 11m Water N/A N/A faces due to limited size. Carries a structure above Yes 1 headwall and wing walls. Diameter 2,735mm. a full culvert replacement, however a qualitative assessment should be (Brynna Brook). undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Masonry barrel culvert with masonry Unable to examine internals due to water and silt SWM2 185.0264 3' Stone Barrel Culvert 185 12 NR 8 85mph 85mph ‐ 1 Unknown Water N/A N/A Yes 1 Speed remaining the same. No civils interventions required. headwall and wing walls. Diameter 910mm. levels.
Upside consists of masonry barrel culvert with masonry and sandbag headwall and wing SWM2 185.0704 3' Stone Barrel Culvert 185 32 NR 8 85mph 85mph ‐ 1 23m walls. Downside outlet consists of plastic pipe Water N/A N/A Full culvert examined. Yes 1 Speed remaining the same. No civils interventions required. with sandbag headwall. Upside diameter 900mm, downside diameter 70mm. Downside consists of masonry barrel, Unable to examine internals due to water levels. SWM2 185.0902 3' Stone Barrel Culvert 185 41 NR 8 85mph 85mph ‐ 1 Unknown headwalls and wing walls. Diameter 650mm. Water N/A N/A Yes 1 Speed remaining the same. No civils interventions required. Upside end not located. Upside unlocated. SWM2 185.1089 Bryn‐Y‐Gwynon Overbridge 185 49.5 NR 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 185.1089 PIPE OB ( ) 185‐49.5 Pipe Bridge 18549.5A NR 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Upside consists of masonry barrel, headwalls Unable to examine internals due to water levels. SWM2 185.1210 3' Stone Barrel Culvert 185 55 NR 8 85mph 85mph ‐ 1 Unknown and wing walls. Diameter 900mm. Downside Water N/A N/A Yes 1 Speed remaining the same. No civils interventions required. Downside end not located. not located. SWM2 185.1392 Penprysg Indl.Access Overbridge 185 63.25 Outside Party 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
SWM2 185.1480 Penprysg Indl.Access Overbridge 185 67.25 Outside Party 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 185.1562 Penprisk Overbridge 185 71 NR 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Two span masonry arch underbridge with additional strengthening to masonry barrel comprising of additional masonry and steel Yes. Level 0 dated SWM2 185.1672 Penprisk Brook Underbridge 185 76 NR 8 85mph 85mph 75 2 9.402m Water 13 Structure carries 2no. Lines Yes 1 Speed remaining the same. No civils interventions required. reinforcement. Abutments, piers, spandrels 2016. Compliant. and wing walls constructed from masonry. Span 6.7m. SWM2 186.0066 Penprysg Footbridge Footbridge 186 03 NR 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Consists of masonry barrel, headwalls and SWM2 186.0374 3' Stone Barrel Culvert 186 17 NR 8 85mph 85mph ‐ 1 12m Water N/A N/A Part examined due to water level. Yes 1 Speed remaining the same. No civils interventions required. wing walls. Diameter 800mm, Consists of masonry barrel and headwalls. Unable to examine internals due to limited size SWM2 186.0649 2' Stone Barrel Culvert 186 29.5 NR 8 85mph 85mph ‐ 1 12m Downside also has masonry wing walls. Water N/A N/A Yes 1 Speed remaining the same. No civils interventions required. and silt levels. Diameter 650mm. SWM2 186.0897 Bridgend C.C. Own & Maintain Footbridge 186 40.75 Bridgend 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 186.0902 Grants Overbridge 186 41 NR 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 186.0908 Bridgend CBC Footbridge 186 41.25 Bridgend 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Unable to examine internals due to limited size Downside consists of masonry barrel, and silt levels. Unable to view through culvert SWM2 186.1100 3' Stone Barrel Culvert 186 50 NR 8 85mph 85mph ‐ 1 Unknown headwall and wing walls. Upside consists of Water N/A N/A Yes 1 Speed remaining the same. No civils interventions required. from upside due to hazardous access via precast Armco pipe. Downside diameter 850mm. concrete chamber. SWM2 186.1232 Pencoed Station Footbridge Footbridge 186 56 Bridgend 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 186.1463 1800mm H by 60m L on , Rail over Land Retaining Wall 186 66.5 Unknown 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Yes. Level 1 dated Single span consisting of 23no. Longitudinal 2003. Level 0 dated SWM2 186.1650 Red House AKA Salem Underbridge 186 75 NR 8 85mph 85mph 79 1 17.5m concrete beams with masonry and brick Footpath 15 Structure carries 3no. Lines Yes 1 Speed remaining the same. No civils interventions required. 2015 but not abutments and wing walls. Span 3.7m. signed. Compliant.
SWM2 187.0363 Motorway Overbridge 187 16.5 Outside Party 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
Single span structure comprising of 2no. Deck types. Downside comprises of longitudinal trough deck and upside comprises of 11no. Yes. Level 1 dated longitudinal concrete beams on brick and 2012. Level 0 dated SWM2 187.0660 Pencoed Underbridge 187 30 NR 8 85mph 85mph 73 1 14.38m Water and occupation. 9 Structure carries 2no. Lines Yes 1 Speed remaining the same. No civils interventions required. masonry abutments and wing walls. Concrete 2017 but not deck carries tracks and metallic deck carries signed. Compliant. walkway and downside cess area. 3.73m span. Consists of masonry barrel and headwalls. Internals only viewed from outside face to upside SWM2 187.1320 2' Stone Barrel Culvert 187 60 NR 8 85mph 85mph ‐ 1 18m Downside has a new concrete block headwall. Water N/A N/A due to limited size. Culvert only 18m long and able Yes 1 Speed remaining the same. No civils interventions required. Diameter 630mm. to view through from both ends.
Structure comprises of 10no. longitudinal SWM2 187.1364 Torcoed Underbridge 187 62 NR 8 85mph 85mph 81 1 11.5m concrete beams structure on masonry and Private farm road No. Non‐compliant. Modern Structure carries 2no. Lines Yes 1 Speed remaining the same. No civils interventions required. stone abutments and wing walls. 3.64m span. SWM2 188.0077 Coed‐Y‐Mwstwr Overbridge 188 03.5 NR 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Singe span constructed of masonry arch soffit, Yes. Level 0 dated SWM2 188.1100 Coychurch Brook Underbridge 188 50 NR 8 85mph 85mph Unknown 1 33m masonry abutments, spandrels, wing walls Water 15 Structure carries 2no. Lines Yes 1 Speed remaining the same. No civils interventions required. 2017. Compliant. and voussoirs. 2.01m span. Masonry arch constructed with voussoirs, masonry arch soffit, block work spandrels Single lane road (Bryn Road Yes. Level 0 dated SWM2 188.1177 Coychurch Underbridge 188 53.5 NR 8 85mph 85mph 70 1 9.137m 15 Structure carries 2no. Lines Yes 1 Speed remaining the same. No civils interventions required. masonry parapets and wing walls. 3.71m Coychurch) 30mph. 2017. Compliant. span. Structure comprises of longitudinal concrete Structure currently passing for RA9 loading. Main girder external passing at beams on masonry abutments and wing walls. RA10. Main girder internal passing at RA9 in shear. It is recommended that Yes. Level 1 dated There is a gap between the upside and Two lane road (County Road) the deck is strengthened by casting a slab on top to increase the SWM2 188.1463 County Road Underbridge 188 66.5 NR 8 85mph 90mph 70 1 10.1m 2008. Level 0 dated 9 Structure carries 2no. Lines Yes 1 downside therefore there are 2no. Decks. 30mph distribution of the load. 2018. Compliant. Each deck comprises of 5no. Concrete beams. Recommended to undertake a Level 0 assessment at the next GRIP stage 7.3m span. with increased line speed. 1400mm H by 120m L on , Rail over Road SWM2 188.1562 Retaining Wall 188 71 Unknown 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. Pub
Detailed Examination of Parts Not Examined required as full culvert not Upside elevation consists of concrete pipe examined. Current condition unknown therefore it is unknown how loading Downside end of culvert not located of and concrete headwall. At approximately 17m change (increased speed of 5mph) will affect the structure. Worst case is a SWM2 189.0704 3'6" Stone Barrel & Concrete Pipe Culvert 189 32 NR 8 85mph 90mph ‐ 1 Unknown Water N/A N/A longstanding. Internals viewed for 30m from Yes 1 change in construction to masonry barrel. full culvert replacement, however a qualitative assessment should be upside end. Diameter 1,000mm. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Detailed Examination of Parts Not Examined required as full culvert not Upside elevation consists of precast concrete examined. Current condition unknown therefore it is unknown how loading Downside end of culvert not located. Internals pipe for 4m, then change in construction to change (increased speed of 5mph) will affect the structure. Worst case is a SWM2 189.0990 B/C Tremains Brook Culvert 189 45 NR 8 85mph 90mph ‐ 1 Unknown Water N/A N/A viewed for 30m from upside end. Pipes from Yes 1 masonry barrel. Upside has masonry full culvert replacement, however a qualitative assessment should be masonry section. headwall and wing walls. Diameter unknown. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Detailed Examination of Parts Not Examined required as full culvert not Upside end consists of concrete pipe and examined. Current condition unknown therefore it is unknown how loading headwalls (only part viewed due to steel grill Internals not examined due to bolted grills to change (increased speed of 5mph) will affect the structure. Worst case is a SWM2 189.1562 27" Concrete Pipe & Stone Barrel Culvert 189 71 NR 8 85mph 90mph ‐ 1 Unknown Water N/A N/A Yes 1 bolted to concrete surround. Diameter upside. Unable to locate downside. full culvert replacement, however a qualitative assessment should be 600mm. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore Upside consists of masonry arch with Internals examined for 18m from upside end. it is unknown how loading change (increased speed of 15mph) will affect SWM2 190.0077 3' Concrete Pipe & Stone Barrel Culvert 190 03.5 NR 8 75mph 90mph ‐ 1 Unknown concrete block headwall and wing wall Water N/A N/A Metal grill prevents examination beyond this Yes 1 the structure. Worst case is a full culvert replacement, however a extension. Diameter 920mm. point. Unable to locate downside chamber. qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 190.0132 mm H by m L on , over Retaining Wall 190 06 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0352 West Skeal AKA Gee's Overbridge 190 16 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0352 mm H by m L on , over Retaining Wall 190 16 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0638 23' Deep Drainage Shaft On Up Side Miscellaneous Structures 190 29.00 U/S Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0638 Duplicate No Exams Side of Line Bridge 19029 NR 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0748 mm H by m L on , over Retaining Wall 190 34 Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0759 2200mm H by 53m L on , Land over Rail Retaining Wall 190 34.5 Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0770 Former Stone Quarry Sdg Tunnel On Up Side Miscellaneous Structures 190 35.00 U/S Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
SWM2 190.0825 3500mm H by 9m L on , Land over Rail Retaining Wall 190 37.5 D/S A Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope.
SWM2 190.0825 2450mm H by 30m L on , Land over Rail Retaining Wall 190 37.5 D/S B Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0825 mm H by m L on , over Retaining Wall 190 37.5 S‐B Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0825 mm H by m L on , over Retaining Wall 190 37.5 Tim Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0825 4100mm H by 26m L on , Land over Rail Retaining Wall 190 37.5 U/S Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0836 Brackla Overbridge 190 38 Outside Party 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0836 6500mm H by 45m L on , Land over Rail Retaining Wall 190 38 D/S Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0836 1730mm H by 20m L on , Land over Rail Retaining Wall 190 38 U/S NR 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0902 860mm H by 40m L on , Land over Land Retaining Wall 190 41 D/S A Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0902 1050mm H by 12.4m L on , Land over Path Retaining Wall 190 41 D/S B Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0902 1200mm H by 26m L on , Land over Rail Retaining Wall 190 41.00 CB Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0946 600mm H by 9m L on , Land over Path Retaining Wall 190 43 Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. SWM2 190.0957 Bridgend Station Footbridge Footbridge 190 43.5 NR 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. 4200mm H by 165m L on , Rail over Road SWM2 190.1034 Retaining Wall 190 47 Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Pub SWM2 190.1056 1700mm H by 80m L on , Land over Road Pub Retaining Wall 190 48 Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 190.1100 5200mm H by 100m L on , Rail over Path Retaining Wall 190 50 Unknown 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 190.1139 mm H by 55m L on , over Retaining Wall 190 51.75 NR 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 190.1210 8'6" Sewer Culvert 19055 Welsh Water 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 190.1221 2100mm H by 10m L on , Rail over Road Pub Retaining Wall 190 55.5 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Structure comprises of 2no. Spans. Constructed with concrete decks on masonry SWM2 190.1243 Cross‐Valley Link Road Underbridge 190 56.5 NR 8 90mph 90mph 83 2 18.8m and concrete abutments and concrete pier 4 lane road and 2 footways. No. Non‐compliant. Modern Structure carries 3no. Lines Yes 2 Speed remaining the same. No civils interventions required. bridge. Carries railway and access road. 47.2m span. SWM2 190.1265 Morfa Brook Culvert 190 57.5 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope.
SWM2 190.1276 3000mm H by 60m L on , Rail over Road Pub Retaining Wall 190 58 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 190.1430 2000mm H by 100m L on , Rail over Land Retaining Wall 190 65 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Brick lined masonry skew arch on masonry Single lane road (Quarella Yes. Level 0 dated SWM2 191.0418 Quarella Road Underbridge 191 19 NR 8 90mph 90mph 77 1 10.72m abutments and wing walls carrying rail over Road) and 2no. Narrow 14 Structure carries 2no. Lines Yes 2 Speed remaining the same. No civils interventions required. 2017. Compliant. Public Road. 5m span. walkways. 30mph. Structure consists of stone face ring arch, Yes. Level 0 dated SWM2 191.0473 River Ogmore Underbridge 191 21.5 NR 8 90mph 90mph 76 2 9.82m spandrels, parapets, abutments, piers and Water and assumed flood plain 15 Structure carries 2no. Lines Yes 2 Speed remaining the same. No civils interventions required. 2013. Compliant. wing walls. Sq span 13.7m. Land ‐ evidence of fires (scorching to the soffit) and Stone arch underbridge. Underbridge is Yes. Level 0 dated SWM2 191.0726 Newcastle Brook ‐ Old Mill Race Underbridge 191 33 NR 8 90mph 90mph 68 1 18.5m remains of bedding, debris and 15 Structure carries 2no. Lines Yes 2 Speed remaining the same. No civils interventions required. disused and filled in on the upside.3.3m span. 2017. Compliant. drug use. Structure now fenced off. Masonry arch constructed with voussoirs, Single lane road (Tondu Road) Yes. Level 0 dated SWM2 191.0748 Tondu Road Underbridge 191 34 NR 8 90mph 90mph 76 1 10.474m masonry arch soffit, spandrels, parapets and 15 Structure carries 2no. Lines Yes 2 Speed remaining the same. No civils interventions required. and footway. 30mph 2017. Compliant. wing walls. Sq span 6.161m, sk span 7.281m.
SWM2 191.0946 Tondu Road Overbridge 191 43 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 191.1221 27" Square Stone Culvert 191 55.5 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 191.1309 26" Square Stone Culvert 191 59.5 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 191.1463 18" Square Stone Culvert 191 66.5 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. Half through structure consisting of metallic main girders, trimmer girders, plat floor and Two lane road (Pen‐y‐Fai). Yes. Level 1 dated SWM2 191.1617 Penyfai Underbridge 191 73.5 NR 8 90mph 90mph 84 1 8.2m 14 Structure carries 2no. Lines Yes 2 Speed remaining the same. No civils interventions required. masonry abutments and wing walls. 5.95m 30mph 2001. Compliant. span. Masonry barrel and headwalls. Upside Wing walls covered in soil and ballast. Internals SWM2 191.1705 26" Stone Barrel Culvert 191 77.5 NR 8 90mph 90mph ‐ 1 21m diameter 500mm, downside diameter Water N/A N/A Yes 2 Speed remaining the same. No civils interventions required. viewed from either end due to limited size. 600mm. SWM2 192.0440 mm H by m L on , over Retaining Wall 192 20 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Masonry arch with SCMI score of 69 and assessed RA15. Speed increase of 15mph on masonry arch structure does not require civils interventions.
Masonry arch with the following clearances: Low mileage /upside; 9,000mm Stone arch, spandrels, abutments, parapets Water course through an Yes. Level 0 dated SWM2 192.0737 Cuckoo Mill Underbridge 192 33.5 NR 8 75mph 90mph 69 1 20m 15 Structure carries 2no. Lines Yes 2 Low mileage /downside; 5,300mm and wing walls. 3m span. embankment 2013. Compliant. High mileage /upside; 9,000mm High mileage /downside; 5,300mm Speed on structure is increasing from 75mph to 90mph. Minimum clearance required is 1,300mm. Room on structure to undertake horizontal realignment (within reason). No civils interventions.
Masonry arch with SCMI score of 67 and assessed RA15. Speed increase of 15mph on masonry arch structure does not require civils interventions. Live loading on masonry arch. Masonry arch with the following clearances: Downside consists of stone arch, abutments, Low mileage /upside; 2,800mm spandrels, wing walls and upside consists of Yes. Level 0 dated Low mileage /downside; 2,410mm SWM2 192.0781 Cuckoo Mill Underbridge 192 35.5 NR 8 75mph 90mph 67 1 9m concrete in‐situ parapet beam / concrete slab Disused cattle creep / water 15 Structure carries 2no. Lines Yes 2 2013. Compliant. High mileage /upside; 2,800mm floor. Downside (arch) carries the SWM2. High mileage /downside; 2,450mm 2.41m span Speed on structure is increasing from 75mph to 90mph. Minimum clearance required is 1,300mm. Room on structure to undertake horizontal realignment (within reason). No civils interventions.
Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined Barrel was inaccessible and therefore could not be required as full culvert not examined due to standing water. Current Masonry barrel, headwalls and wing walls. examined. CCTV was used to view the barrel, condition unknown therefore it is unknown how loading change (increased SWM2 192.1012 3' Stone Barrel Culvert 192 46 NR 8 75mph 90mph ‐ 1 12.2m Water N/A N/A Yes 2 Diameter 750mm. however due to high level of dark water the invert speed of 15mph) will affect the structure. Worst case is a full culvert was not viewed. replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 192.1078 mm H by m L on , over Retaining Wall 192 49 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope.
Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined required as full culvert not examined due to standing water. Current Internals not examined due to limited clearance, Stone barrel with concrete block headwall condition unknown therefore it is unknown how loading change (increased SWM2 193.0385 2' Stone Arch Culvert 193 17.5 NR 8 75mph 90mph ‐ 1 13m Water N/A N/A however barrel viewed from upside and Yes 2 and stone wing walls. Diameter 600mm. speed of 15mph) will affect the structure. Worst case is a full culvert downside. replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 193.0473 Llangewydd Overbridge 193 21.5 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 193.0473 Llangewydd Side of Line Bridge 193 21.5S NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope.
Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore Internals not examined due to limited clearance, Stone barrel, headwalls and wing walls. it is unknown how loading change (increased speed of 15mph) will affect SWM2 193.0517 3' Stone Barrel Culvert 193 23.5 NR 8 75mph 90mph ‐ 1 15m Water N/A N/A however barrel viewed from upside and Yes 2 Diameter 850mm. the structure. Worst case is a full culvert replacement, however a downside. qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Internals not examined due to limited clearance, Stone barrel, headwalls and wing walls. change (increased speed of 5mph) will affect the structure. Worst case is a SWM2 193.0930 2' Stone Arch Culvert 193 42.25 NR 8 85mph 90mph ‐ 1 14m Water N/A N/A however barrel viewed from upside and Yes 2 Diameter 600mm. full culvert replacement, however a qualitative assessment should be downside. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 193.1232 Cefn Road Overbridge 193 56 NR 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 193.1232 Cefn Road AKA Nant Ffornwg Side of Line Bridge 193 56 S NR 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Stone barrel to downside for approximately 0.5m remainder consist of Armco pipe. Overall structure is in poor condition and fully examined. It is SWM2 193.1254 3' Stone Barrel & Armco Pipe Culvert 193 57 NR 8 85mph 90mph ‐ 1 10m Headwalls are concrete, wing walls are stone. Water N/A N/A Full culvert examined. Yes 2 recommended that the structure is lined. A qualitative assessment be Upside diameter 1,050mm, downside undertaken at the next GRIP stage to confirm asset condition. diameter 920mm.
Masonry arch with a SCMI score of 53. NRDD search shows no compliant Stone arch, spandrels, abutments, wing walls assessment available for this structure, however RAM assessment list SWM2 193.1364 Whole Park Underbridge 193 62 NR 8 85mph 90mph 53 1 9m Public footpath (looks wet) No. Non‐compliant. 15 Structure carries 2no. Lines Yes 2 with concrete block parapets.2.47m span. states an assessed RA15. Speed increase of 5mph on masonry arch structure does not require civils interventions.
Stone arch, spandrels, abutments, wing wall Yes. Level 0 dated Masonry arch with SCMI score of 66 and assessed RA15. Speed increase of SWM2 193.1386 Horgrove Underbridge 193 63 NR 8 85mph 90mph 66 1 13m and concrete block parapets. 2no. metallic Water 15 Structure carries 2no. Lines Yes 2 2013. Compliant. 5mph on masonry arch structure does not require civils interventions. strapping / ribs to central soffit. 2.3m span. Structure constructed from an Armco insert, square stone wing walls (downside only), Yes. Level 0 dated SWM2 194.0044 Allgrove AKA Haregrove Underbridge 194 02 NR 8 90mph 90mph Unknown 1 14.8m Water 14 Structure carries 2no. Lines Yes 2 Speed remaining the same. No civils interventions required. voussoirs and spandrel with concrete block 2013. Compliant. extension.2.0m span
SWM2 194.0088 Motorway Overbridge 194 04 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Concrete pipe culvert and concrete block No access to pipe due to being submerged under SWM2 194.0363 24" Concrete Pipe Culvert 194 16.5 NR 8 90mph 90mph ‐ 1 11m Water N/A N/A Yes 2 Speed remaining the same. No civils interventions required. headwall. Diameter 600mm. water to the downside. Structure consists of stone arch, headwalls SWM2 194.0594 5' Stone Barrel Culvert 194 27 NR 8 90mph 90mph ‐ 1 11m and wing walls with a concrete block and Water N/A N/A No access to structure due to dense vegetation. Yes 2 Speed remaining the same. No civils interventions required. stone head extension. Diameter 1,550mm.
Longitudinal concrete beams with barlow SWM2 194.1254 Stormy Brook Underbridge 194 57 NR 8 90mph 90mph Unknown 1 22m deck extension (6m) to downside on stone Water No. Non‐compliant. 8 Structure carries 4no. lines Yes 2 Speed remaining the same. No civils interventions required. abutments and wing walls. 1.7m span. SWM2 194.1650 Stormy No.1 AKA Ivor Mills Overbridge 194 75 NR 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 195.0352 Stormy No.2 AKA Piggery Overbridge 195 16 NR 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Internals viewed from both faces, unable to Masonry arch, headwalls and wing walls. SWM2 195.0660 58" Stone Barrel Culvert 195 30 NR 8 100mph 100mph ‐ 1 20m Water N/A N/A access due to deep silt throughout length of Yes 2 Speed remaining the same. No civils interventions required. Diameter 1,500mm. structure. Masonry arch, headwalls and wing walls. SWM2 195.0814 5' Stone Barrel Culvert 195 37 NR 8 100mph 100mph ‐ 1 30m Water N/A N/A Full culvert examined. Yes 2 Speed remaining the same. No civils interventions required. Diameter 1,550mm. Stone arch, headwalls and wing walls. Internals viewed from both faces, unable to fully SWM2 195.0990 3' Stone Barrel Culvert 195 45 NR 8 100mph 100mph ‐ 1 35m Water N/A N/A Yes 2 Speed remaining the same. No civils interventions required. Diameter 600mm. view central area of culvert due to length. SWM2 195.1276 2' Stone Barrel Culvert 195 58 NR 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 196.0264 A48 Bridgend CBC Overbridge 196 12 Outside Party 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope.
Stone arch, headwalls and wing walls, No access through culvert owing to limited SWM2 196.0286 2' Stone Barrel Culvert 196 13 NR 8 100mph 100mph ‐ 1 Unknown concrete pipe to upside but unlocated during Water N/A N/A Yes 2 Speed remaining the same. No civils interventions required. clearance and unable to locate at upside. most recent DE. Diameter 600mm. SWM2 196.0440 Pyle Footbridge Footbridge 196 20 NR 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Culvert constructed as stone barrel with Culvert not located at upside. Downside has wire SWM2 196.0462 2' Stone Barrel Culvert 196 21 NR 8 100mph 100mph ‐ 1 Unknown timber extension to downside. Downside not Water N/A N/A Yes 2 Speed remaining the same. No civils interventions required. mesh fitted to face therefore inside not viewed. located. Downside diameter 300mm. SWM2 196.0814 Pyle Station Footbridge Footbridge 196 37 NR 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Twin arch stone culvert to upside with stone headwall and wing walls, downside consists of Unable to view internals below track level. SWM2 196.0836 42" Stone Barrel Culvert 196 38 NR 8 100mph 100mph ‐ 2 50m concrete slab culvert with masonry headwalls Water N/A N/A Internals visually examined to approximately 5m Yes 2 Speed remaining the same. No civils interventions required. and wing walls. Diameter 1,200mm upside, from both faces. 3,000 downside SWM2 196.1210 Marlas Overbridge 196 55 NR 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 196.1216 Pyle Footbridge Footbridge 196 55.25 Bridgend 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Stone arch, abutments, spandrels, parapets Yes. Level 0 dated SWM2 196.1386 Mill River Kenfig Underbridge 196 63 NR 8 100mph 100mph 84 1 9.5m Water (River Mill) 15 Structure carries 2no. lines Yes 2 Speed remaining the same. No civils interventions required. and wing walls. 12.15m span. 2013. Compliant.
Stone arch, abutments, spandrels, parapets Yes. Level 0 dated SWM2 197.0176 River Black Underbridge 197 08 NR 8 100mph 100mph Unknown 1 9.5m Water 15 Structure carries 2no. lines Yes 2 Speed remaining the same. No civils interventions required. and wing walls.12m span 2013. Compliant. SWM2 197.0836 Twin 3'9" Stone Arch Culvert 197 38 NR 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 197.0946 2' Stone Barrel Culvert 197 43 NR 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope.
No. Level 1 interim report dated 2018 Longitudinal concrete beam deck with brick SWM2 197.1034 Water Street Underbridge 197 47 NR 8 100mph 100mph 73 1 20m 2 lane road (B4283) complete but no Structure carries 2no. lines Yes 2 Speed remaining the same. No civils interventions required. faced abutments and wing wall. 5.17m span. assessment results. Non‐compliant.
SWM2 197.1254 Motorway Overbridge 197 57 Outside Party 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Two span masonry arches, spandrels, abutments, pier, pier nose and wing walls. Yes. Level 0 dated SWM2 197.1518 River Pyle Underbridge 197 69 NR 8 100mph 100mph Unknown 2 22m Water (River Pyle) 13 Structure carries 2no. lines Yes 2 Speed remaining the same. No civils interventions required. Span 1 carries over the main flow, span 2 is 2013. Compliant. for flood relief. 7.2m span. Stone arch, parapets, abutments, spandrels Yes. Level 0 dated SWM2 198.0110 Morfa Back Underbridge 198 05 NR 8 100mph 100mph 69 1 9.57m and wing walls. Metallic walkway on the Farm access 15 Structure carries 2no. lines Yes 2 Speed remaining the same. No civils interventions required. 2013. Compliant. downside. 2.4m span. Stone arch, parapets, abutments, spandrels Yes. Level 0 dated SWM2 198.0264 Morfa Back Underbridge 198 12 NR 8 100mph 100mph 84 1 9.5m and wing walls. Structure has a number of Single lane road, 30mph 15 Structure carries 2no. lines Yes 2 Speed remaining the same. No civils interventions required. 2013. Compliant. metallic pattress plates. 3.74m span. SWM2 198.0264 Pyle ‐ Not NR bridge Side of Line Bridge 198 12 BR Residual 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 198.0396 2' Stone Barrel Culvert 198 18 NR 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 198.0572 5' Stone Arch Culvert 198 26 NR 8 100mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. 3no. Ring masonry arch, part brick and concrete block parapets with brick spandrels Yes. Level 0 dated SWM2 198.1573 Over stream Underbridge 198 71.5 NR 8 90mph 90mph Unknown 1 40m Water 14 Structure carries 4no. lines Yes 2 Speed remaining the same. No civils interventions required. and stone wing walls. Span unknown due to 2013. Compliant. high water level. Yes. Level 0 dated 4no. Ring masonry arch, brick headwalls and 2013 but not SWM2 198.1705 Pyle Stream Underbridge 198 77.5 NR 8 90mph 90mph Unknown 1 40m Water Structure carries 2no. lines Yes 2 Speed remaining the same. No civils interventions required. stone wing walls. 2m span. signed. Non‐ compliant. Masonry arch, part brick and concrete block Yes. Level 0 dated SWM2 199.0517 Pyle Stream Underbridge 199 23.5 NR 8 90mph 90mph Unknown 1 20m parapets, brick spandrels and stone wing Water 15 Structure carries 2no. lines Yes 2 Speed remaining the same. No civils interventions required. 2013. Compliant. walls. 2m span. Upside consists of concrete pipe with SWM2 199.0836 4' Span Stone Slabs & 3'6" Concrete Pipe Culvert 199 38 NR 8 90mph 90mph ‐ 1 Unknown concrete block headwalls. Downside Water N/A N/A Only partially examined as downside unlocated. Yes 2 Speed remaining the same. No civils interventions required. unlocated. Diameter 1,060mm. Parallel to track. Could be in filled but SWM2 199.1298 4' Culvert On Up Side Under Level Crossing Culvert 199 59 NR 8 90mph 90mph ‐ 1 Unknown Unknown Water N/A N/A Yes 2 Speed remaining the same. No civils interventions required. unconfirmed. Stone headwall, barrel construction type Barrel submerged under stagnant water, only SWM2 199.1320 6' Stone Culvert 199 60 NR 8 90mph 90mph ‐ 1 16m Water N/A N/A Yes 2 Speed remaining the same. No civils interventions required. unconfirmed. Diameter 750mm. headwalls visible. SWM2 200.0110 4' Span Culvert 200 05 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 200.0242 4' Span Culvert 200 11 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 200.0495 4' Span Culvert 200 22.5 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 200.0924 2200mm H by 100m L on , Rail over Land Retaining Wall 200 42 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. DK1 consists of a pre‐cast concrete unit deck. DK2 consist of an in‐situ concrete deck. DK3 is Yes. Level 0 dated Structure comprises of 5 decks that carries both a stone arch. DK4 is a pre‐cast concrete unit 2013 for masonry the SWM2 Up and Down Mains and Up Relief and SWM2 200.1023 Over stream Underbridge 200 46.5 NR 8 90mph 90mph Unknown 1 50m deck and DK5 is and in‐situ concrete deck. Water and pipelines arch deck. Other 0 / 15 Yes 2 Speed remaining the same. No civils interventions required. OVE single line. OVE line currently closed due to Abutments are a mixture of pre‐cast concrete decks not assessed. Harbour Way development. units, brickwork and in‐situ concrete. 3m Non‐compliant. span. 3m span. SWM2 200.1023 Port Talbot Underbridge 200 46.5 ML NR 8 90mph 90mph N/A N/A N/A N/A N/A N/A N/A Duplicate No 2 Speed remaining the same. No civils interventions required. SWM2 200.1023 Port Talbot Underbridge 200 46.5 RL NR 8 90mph 90mph N/A N/A N/A N/A N/A N/A N/A Duplicate No 2 Speed remaining the same. No civils interventions required. SWM2 200.1144 Margam Footbridge Footbridge 200 52 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 200.1430 Margam Overbridge 200 65 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope.
SWM2 200.1430 SWM2 200 66 ‐ B/OHarbour Way Bridge Overbridge 200 66 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 201.0176 2'3" Stone Arch Culvert 201 08 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. Concrete pipe with concrete chambers. Unable to view through culvert due to no safe SWM2 201.0462 1500mm Concrete Pipe Culvert 201 21 NR 8 90mph 90mph ‐ 1 100m Water N/A N/A Yes 2 Speed remaining the same. No civils interventions required. Diameter unknown. access within chambers. SWM2 201.0616 5'6" Stone Arch Culvert 201 28 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 201.0946 5' Stone & Brick Arch Culvert 201 43 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Brick arch, headwalls and concrete bag wall. Unable to access upside due to dense mature change (increased speed of 15mph) will affect the structure. Worst case is SWM2 201.1210 3' Span Of Mixed Construction Culvert 201 55 NR 8 70mph 85mph ‐ 1 Unknown Downside end not located longstanding. Water N/A N/A vegetation at culvert. Downside end not located Yes 2 a full culvert replacement, however a qualitative assessment should be Diameter 1,000mm. of longstanding. Unable to access internals. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 201.1386 5' Stone Arch Culvert 201 63 NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. Used to be main entrance to Corus steel works, however Longitudinal concrete beams on concrete and Concrete beam deck with SCMI score of 68 and assessed RA15. Speed Approximately now is an emergency access for Yes. Level 1 dated SWM2 201.1518 Penrhyn Street AKA BSC Access Road Underbridge 201 69 NR 8 70mph 85mph 68 1 brick abutment and wing walls. Skewed at 15 Structure carries 3no. lines Yes 2 increase of 15mph. As RA is above RA10, no civils interventions required, 30m the site and an access road to a 2004. Compliant. 41°. Approximately 10m span. but recommend assessment with increased speed. scrap yard. Services also below deck. SWM2 201.1518 3000mm H by 150m L on , Rail over Rail Retaining Wall 201 69 Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 201.1606 1400mm H by 40m L on , Rail over Land Retaining Wall 201 73 Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 201.1650 2800mm H by 20m L on , Rail over Land Retaining Wall 201 75 Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 202.0000 3200mm H by 80m L on , Rail over Land Retaining Wall 202 00 Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope.
4no. Ring masonry arch and stone arch with Masonry arch with a SCMI score of 76. NRDD search shows no compliant masonry headwalls and wing walls. Former assessment available for this structure, assumed that structure requires SWM2 202.0154 Cotton Row Underbridge 202 07 NR 8 70mph 85mph 76 1 14m Pipes No. Non‐compliant. N/A Structure carries 3no. lines Yes 2 subway now disused and sealed off with gates new deck for GRIP 1. Recommended to undertake an assessment at the and masonry. 3.6m span. next GRIP stage and it is highly likely that a new deck with be assessed out.
Structure comprises of 3no. Construction types. Downside consists of 5no. Brick ring arch, the central deck comprises of a stone Yes. Level 0 dated Masonry arch with SCMI score of 85 and assessed RA14. Speed increase of SWM2 202.0231 Cwm Duffryn AKA Ffrwdwyllt Underbridge 202 10.5 NR 8 80mph 85mph 85 1 16m Water ‐ Cwm Duffryn 14 Structure carries 3no. lines Yes 2 arch and the upside consists of a 5no. Brick 2013. Compliant. 5mph on masonry arch structure does not require civils interventions. ring arch. Structure has masonry abutments, spandrel, parapets and wing wall. 5m span
Structure consists of 2no. Longitudinal concrete beams on 1 stone and 2 brick Concrete beam deck an unknown SCMI score and assessed RA10. Speed Yes. Level 1 dated SWM2 202.0242 Ffrwdwyllt Underbridge 202 11 NR 8 80mph 85mph Unknown 1 16m abutments wing walls. Between the 2no. Single lane road, 30mph 10 Structure carries 3no. lines Yes 2 increase of 5mph. As RA is above RA10, no civils interventions required, but 2002. Compliant. Decks there are concrete slabs and metallic recommend assessment with increased speed. girders. 4.45m span 2230mm H by 180m L on , Rail over Road SWM2 202.0264 Retaining Wall 202 12 D/S Unknown 8 80mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. Pub SWM2 202.0264 1800mm H by 60m L on , Rail over Land Retaining Wall 202 12 U/S Unknown 8 80mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 202.1034 2'9" Brick Arch Culvert 202 47 NR 8 80mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 2 No civils intervention. Out of scope. SWM2 202.1166 Port Talbot Station Footbridge Footbridge 202 53 NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. SWM2 202.1540 N.P.T.CBC Own & Maintain Overbridge 202 70 Outside Party 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 202.1716 11' Stone Arch Underbridge 202 78 NR 8 90mph 90mph N/A N/A N/A N/A N/A N/A N/A Unlocated No 3 Speed remaining the same. No civils interventions required. Yes. Level 0 dated Constructed of 3no. Steel main girders, 2015 and Level 1 SWM2 202.1738 River Afan Underbridge 202 79 NR 8 90mph 90mph 85 1 9m concrete encased cross girders and transverse Water (River Afan) 8 Structure carries 2no. lines Yes 3 Speed remaining the same. No civils interventions required. targeted dated jack arches on stone abutments. 30m span 2015. Compliant. SWM2 202.1755 2900mm H by 50m L on , Rail over Land Retaining Wall 202 79.75 D/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 202.1755 3600mm H by 50m L on , Rail over Road Pub Retaining Wall 202 79.75 U/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope.
Underbridge has been cladded completely with metallic cladding as part of the access walkway to the Aberavon shopping centre. The core elements to this structure are SWM2 203.0055 Water Street Underbridge 203 02.5 NR 8 90mph 90mph 83 1 14m Subway No. Non‐compliant. Modern Structure carries 2no. lines Yes 3 Speed remaining the same. No civils interventions required. hidden from view by this cladding with doorway to access no removed and filled in. Abutments consist of concrete and brick. 4.6m span SWM2 203.0061 3900mm H by 35m L on , Rail over Path Retaining Wall 203 02.75 D/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 203.0061 1500mm H by 33m L on , Rail over Path Retaining Wall 203 02.75 U/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 203.0077 mm H by m L on , over Retaining Wall 203 03.5 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Single span consisting of 10no. Longitudinal pre‐cast concrete beams on integral relieving Yes. Level 1 dated SWM2 203.0105 Church Street AKA Market Underbridge 203 04.75 NR 8 90mph 90mph 67 1 10m Pedestrian walkway 15 Structure carries 2no. lines Yes 3 Speed remaining the same. No civils interventions required. arched abutments and wing walls. 4.45m 2003. Compliant. span. SWM2 203.0110 2100mm H by 70m L on , Rail over Path Retaining Wall 203 05 D/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 203.0110 2100mm H by 70m L on , Rail over Path Retaining Wall 203 05 U/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Single span consisting of 10no. Longitudinal Former access road ‐ now Yes. Level 1 dated SWM2 203.0187 Wern Road AKA Warren Street Underbridge 203 08.5 NR 8 90mph 90mph 76 1 12m pre‐cast concrete beams on stone abutments. 12 Structure carries 2no. lines Yes 3 Speed remaining the same. No civils interventions required. fenced off 2003. Compliant. 4.5m span SWM2 203.0193 2000mm H by 11m L on , Rail over Land Retaining Wall 203 08.75 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. St Mary's Viaduct‐ N.P.T.CBC Own & SWM2 203.0242 Overbridge 203 11 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Maintain SWM2 203.0429 5' Stone Arch With 10" Pipe Through Culvert 203 19.5 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A In filled No 3 No civils intervention. Out of scope. SWM2 203.1144 Pentyla Overbridge 203 52 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope.
SWM2 204.0011 M4 Slip Road Overbridge 204 00.5 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 4' Span Timber Deck On Up Side Under L.C. SWM2 204.0418 Culvert 204 19 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Removed No 3 No civils intervention. Out of scope. Approach Concrete pipe located to downside of track SWM2 204.0418 900mm Concrete Pipe Culvert To D/S Culvert 204 19 NR 8 90mph 90mph ‐ 14m(parallel) with no headwalls or wing walls. Water N/A N/A Internals not viewed due to limited clearance. Yes 3 Speed remaining the same. No civils interventions required. Diameter 900mm. Stone arch, spandrels and wing walls. 1.3m Yes. Level 0 dated SWM2 204.0737 Over stream Underbridge 204 33.5 NR 8 90mph 90mph 61 1 10m Water 14 Structure carries 2no. lines Yes 3 Speed remaining the same. No civils interventions required. span. 2013. Compliant. Stone arch barrel with concrete block Internal and lower parts of wing walls below SWM2 204.1012 6' Stone Arch Culvert 204 46 NR 8 90mph 90mph ‐ 1 12m Water N/A N/A Yes 3 Speed remaining the same. No civils interventions required. headwalls. Diameter 1,300mm. water level. SWM2 204.1276 Baglan Station Footbridge Footbridge 204 58 ? NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. M4 Link Road Seaway Parade (W'bound) SWM2 204.1282 Overbridge 204 58.25 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. N.P.T.CBC Own & Maintain SWM2 204.1298 Seaway Parade AKA Sunnycroft Overbridge 204 59 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Masonry barrel, headwall and wing walls. SWM2 204.1342 3' Stone Arch & Conc Pipe Culvert 204 61 NR 8 90mph 90mph ‐ 1 12m Water N/A N/A Downside face buried longstanding. Yes 3 Speed remaining the same. No civils interventions required. Diameter 800mm. ME 366. Baglan Hall Colliery, Old Heading SWM2 205.0110 Miscellaneous Structures 205 05.00 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Under Track, 05ch ‐ 07ch Internals of manhole and precast concrete pipe Concrete pipe with concrete chamber to SWM2 205.0330 36" Concrete Pipe Culvert 205 15 NR 8 90mph 90mph ‐ 1 Unknown Water N/A N/A not examined due to hazardous access and Yes 3 Speed remaining the same. No civils interventions required. downside and upside. Diameter 1,200mm confined space restrictions. SWM2 205.0638 Over stream Underbridge 205 29 NR 8 90mph 90mph N/A N/A N/A N/A N/A N/A N/A Unlocated No 3 Speed remaining the same. No civils interventions required. Constructed of ARMCO metallic pipe / concrete fenders / concrete slab pitching. SWM2 205.0825 Old Tramway AKA Baglan Subway Underbridge 205 37.5 NR 8 90mph 90mph Unknown 1 16m Downside brick wing wall to low mileage and Subway No. Non‐compliant. Modern Structure carries 3no. lines Yes 3 Speed remaining the same. No civils interventions required. stone wing walls to upside topped with concrete block extensions. 3.74m span.
SWM2 205.1408 B.Ferry Indl.Access Overbridge 205 64 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Structure comprises of 3 decks. Deck 1 supports Constructed of longitudinal concrete beams Yes. Level 1 dated BAN single and BJZ Down. Deck 2 supports BJZ Up. SWM2 205.1430 Vernon Works Tramway Underbridge 205 65 NR 8 90mph 90mph 60 1 32.5m Disused walkway and pipe 14 Yes 3 Speed remaining the same. No civils interventions required. and stone abutments. 4.17m span. 2006. Compliant. Deck 3 supports SWM2 Up and Down. Structure carries 2no. Lines SWM2 205.1540 1200mm H by 160m L on RHS, Rail over Land Retaining Wall 20570 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope.
SWM2 205.1683 Neath By‐Pass Overbridge 205 76.5 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 2800mm H by 229m L on , Rail over Road SWM2 205.1716 Retaining Wall 205 78 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Pub Structure comprises of 3no. Decks. Between decks 1 and 2 there is a skylight. DK1 consists of 12no. Longitudinal concrete beams. DK2 The bridge is adjoined by a separately listed side consists of stressed concrete beams and DK3 Single lane road (Church St) Yes. Level 1 dated bridge carrying an access road on the downside; SWM2 205.1727 Church Street AKA Dock Street Underbridge 205 78.5 NR 8 90mph 90mph 71 1 20.695m Modern Yes 3 Speed remaining the same. No civils interventions required. consists of a metal trough and girder and footway, 30mph 2003. Compliant. the abutments run continuous with this structure. extension carrying S&T cabling and waste Structure carries 4no. lines ground. Stone abutments and wing walls 4.5m span. Carries Road To Goods Yard Over Church SWM2 205.1727 Side of Line Bridge 205 78.5 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Street SWM2 206.0198 20' Well Underbridge 206 9 NR 8 90mph 90mph N/A N/A N/A N/A N/A N/A N/A No CARRS reports available No 3 Speed remaining the same. No civils interventions required. SWM2 206.0198 20' Dia Well On Up Side Miscellaneous Structures 206 09.00 U/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 206.0198 10' Dia Well On Up Side Miscellaneous Structures 206 09.5 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 206.0209 Over Stream Underbridge 206 09.5 NR 8 90mph 90mph N/A N/A N/A N/A N/A N/A N/A Unlocated No 3 Speed remaining the same. No civils interventions required. SWM2 206.0214 10 ' Well Underbridge 206 9.75 NR 8 90mph 90mph N/A N/A N/A N/A N/A N/A N/A No CARRS reports available No 3 Speed remaining the same. No civils interventions required. SWM2 206.0215 10' Dia Well On Up Side Miscellaneous Structures 206 09.75 U/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 206.0220 20' Dia Well On Up Side Miscellaneous Structures 206 10.00 U/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Structure comprises of 2no. Decks. DK1 comprises of half through bridge deck No. Level 1 interim comprising of transverse troughing supported report dated 2018 by 5no. wrought iron I‐section plate girders complete but no Structure carries 6no. Lines; Up and Down Main, which span longitudinally. DK 2 comprises of Single lane road (Regent St) SWM2 206.0231 Regent Street Underbridge 206 10.5 NR 8 90mph 90mph 58 1 36m assessment results. 10 Up and Down Through and Up and Down Briton Yes 3 Speed remaining the same. No civils interventions required. 25no. Pre‐cast, prestressed, reinforced, and footway, 30mph Level 0 dated 2018 Ferry Sidings (disused) concrete beams. 20° skew. Substructure but not signed. Non‐ comprises of precast concrete cill beams on stone compliant. masonry abutments and wing walls. Sk span 7.835m. SWM2 206.0242 2800mm H by 18m L on , Rail over Land Retaining Wall 206 11 D/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 206.0242 2700mm H by 15m L on , Rail over Road Pub Retaining Wall 206 11 U/S Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope.
Culvert listed as 4' 6'' stone and barlow rail deck, to the upside there is only a manhole however the downside has a 2.5m chamber. Culvert examined as far as possible from upside Culvert shown to be concrete pipe , then 31m SWM2 206.0528 4'6" Stone & Barlow Rail Deck Culvert 206 24 NR 8 90mph 90mph ‐ 1 120m Water N/A N/A end with CCTV equipment ‐ unable to gain access Yes 3 Speed remaining the same. No civils interventions required. in changes construction to masonry barrel to bottom of chamber to downside to use CCTV. and then at 55m in, changes construction to a concrete slab for 5m, then changes back to masonry. Diameter unknown.
SDI1 206.0885 Shelone Road Overbridge 206 40.25 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Briton Ferry Former RSB at 17 65.75 Now SWM2 206.0885 Bridge Part 206 40.25 A NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. The SDI1 206 40.25 Briton Ferry Former RSB at 17 65.75 Now SWM2 206.0885 Bridge Part 206 40.25 B NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. The SDI1 206 40.25 SWM2 206.0885 Briton Ferry SWM Line Bridge Part 206 40.25 C NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 206.0885 Briton Ferry BJZ at 17 64.25 Bridge Part 206 40.25 D NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 206.0886 Shelone Road Overbridge 206 40.25 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Flying Loop AKA Flying Loop Over Up RSB SWM2 206.1441 Intersection Bridge 206 65.5 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Line (Now SDI1) Flying Loop AKA Flying Loop Over Up RSB SDI1 206.1452 Intersection Bridge 206 66 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Line (Now SDI1)
Masonry arch with a SCMI score of 74. NRDD search shows no compliant Stone arch, spandrels and abutments. 2.5m assessment available for this structure, however RAM assessment list SWM2 206.1716 Over Stream Underbridge 206 78 NR 8 70mph 90mph 74 1 12m Water No. Non‐compliant. 10 Structure carries 2no. lines Yes 3 span states an assessed RA10. Speed increase of 20mph on masonry arch structure does not require civils interventions.
Collins Street Footbridge AKA Loco Sheds SWM2 206.1727 Footbridge 206 78.5 NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Footbridge SWM2 206.1727 5000mm H by 20m L on , Rail over Land Retaining Wall 206 78.5 NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 206.1749 mm H by m L on RHS, over Retaining Wall 206 79.5 Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 206.1749 700mm H by 20m L on , Rail over Land Retaining Wall 206 79.5 Bull Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope.
Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore Consists of concrete pipe and headwall to it is unknown how loading change (increased speed of 20mph) will affect SWM2 207.0836 36" Concrete Pipe On Down Side Culvert 207 38 NR 8 70mph 90mph ‐ 1 Unknown Water N/A N/A Upside inlet not located. Yes 3 downside. Diameter 1,200mm. the structure. Worst case is a full culvert replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Mariners Arms Footbridge AKA Metal Box SWM2 207.0836 Footbridge 207 38 NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Footbridge SWM2 207.0880 4'6" Stone Arch Under Siding Culvert 207 40 A NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A In filled No 3 No civils intervention. Out of scope. SWM2 207.0880 2'9" Stone Arch Culvert 207 40 B NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A In filled No 3 No civils intervention. Out of scope. Detailed Examination of Parts Not Examined required as full culvert not Only viewed internally to 0.5m rom upside face examined. Current condition unknown therefore it is unknown how loading Masonry barrel / arch with masonry headwall. due to water level 130mm from soffit level. change (increased speed of 20mph) will affect the structure. Worst case is SWM2 207.1232 4'4" Stone Arch Culvert 207 56 NR 8 70mph 90mph ‐ 1 Unknown Water N/A N/A Yes 3 Diameter 1,470mm. Culvert is collapsed of longstanding located 0.5m a full culvert replacement, however a qualitative assessment should be from face. Downside not located, longstanding. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Downside consists of RSJ and jack arch extension which covers the stone outlet, 21m Detailed Examination of Parts Not Examined required as full culvert not in there is a chamber where the culvert then Culvert adjoins SWM2 207 58 SA. Majority of the examined. Current condition unknown therefore it is unknown how loading continues with concrete sections. From the culvert examined using CCTV equipment, however change (increased speed of 20mph) will affect the structure. Worst case is SWM2 207.1254 Twin 5'6" Arch Culvert 207 57 NR 8 70mph 90mph ‐ 1 50m upside the culvert has a concrete beam Water N/A N/A due to limited clearance between the concrete Yes 3 a full culvert replacement, however a qualitative and quantitative extension which leads up to the stone inlet sections and twin arch barrel to the upside it was assessment should be undertaken once a full Detailed Examination has consisting of 2no. stone arches. Masonry not possible to examine. been undertaken. Assessment is highly likely to assess out replacement headwalls and wing walls. Diameter 1,200mm option. upside, 1,800 downside. SWM2 207.1271 Melin Footbridge Footbridge 207 57.75 NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. SWM2 207.1276 Also Under Road On ? Side Culvert 207 58 D/S NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 3 No civils intervention. Out of scope. SWM2 207.1276 4' Stone Arch Culvert 207 58 SA NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Duplicate of 207.1254 No 3 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Structure was only internally viewed to 1m from Stone arch / barrel with stone headwalls. change (increased speed of 20mph) will affect the structure. Worst case is SWM2 207.1298 4' Stone Arch Culvert 207 59 NR 8 70mph 90mph ‐ 1 Unknown Water N/A N/A downside face as water was 120mm below soffit. Yes 3 Upside diameter 1,000mm. a full culvert replacement, however a qualitative assessment should be Upside inlet not found. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
6' Stone Arch On Down Side Under L.C. SWM2 207.1298 Culvert 207 59 D/S NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 3 No civils intervention. Out of scope. Approach SWM2 207.1386 4'6" Stone Barrel Culvert 207 63 NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 3 No civils intervention. Out of scope. SWM2 207.1474 6' Stone Arch Under Siding On Down Side Culvert 207 67 NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 3 No civils intervention. Out of scope. SWM2 207.1496 2' Stone Barrel Culvert 207 68 NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 3 No civils intervention. Out of scope. SWM2 207.1562 3000mm H by 240m L on , Rail over Land Retaining Wall 207 71 Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Twin 4' Stone Arches With Barlow Deck Extn SWM2 207.1606 Culvert 207 73 NR 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 3 No civils intervention. Out of scope. Both Ends SWM2 208.0033 Neath By‐Pass Overbridge 208 01.5 Outside Party 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 4100mm H by 180m L on , Rail over Road SWM2 208.0198 Retaining Wall 208 09 Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Pub SWM2 208.0308 6000mm H by 100m L on , Land over Rail Retaining Wall 208 14 Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. Comprises of 4 decks. DK1 comprises of Only 1 deck transverse pressed troughing, DK2 is a Structure carries 2no. Lines and Amey depot assessed. Level 0 Live loading carried by masonry arch. Masonry arch with a SCMI score of 68 masonry arch, DK3 is a masonry arch and DK 4 One way street and footway, private car park to the up side and Neath station SWM2 208.0319 Dark Arch AKA Rope Walk Terrace Underbridge 208 14.5 NR 8 35mph 40mph 68 1 85m dated 2013. Other 12 Yes 3 and assessed RA12. Speed increase of 5mph on masonry arch structure is a masonry arch. Stone / brick arch and 20mph down platform and council leased public car park decks not assessed. does not require civils interventions. concrete parapet beam to upside and brick to the down side. Non‐compliant. parapet to downside. 4.54m SWM2 208.0418 Gnoll Underbridge 208 19 NR 8 35mph 40mph N/A N/A N/A N/A N/A N/A N/A Unlocated No 3 Structure is unlocated. No civils interventions. Neath & Port SWM2 208.0473 Neath Station Footbridge CBC Footbridge 208 21.5 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. Talbot 2600mm H by 61.6m L on , Land over Road SWM2 208.0528 Retaining Wall 208 24 Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. Pub SWM2 208.0550 Neath Station Footbridge Footbridge 208 25 NR 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 208.0550 3700mm H by 39m L on , Rail over Road Pub Retaining Wall 208 25 Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
Masonry arch with a SCMI score of 70. NRDD search shows no compliant Structure carries 2no. lines and former per‐way Stone arch, abutment, spandrels, parapets assessment available for this structure, however RAM assessment list SWM2 208.0567 Neath Station AKA Maes‐yr‐Haf Road Underbridge 208 25.75 NR 8 35mph 40mph 70 1 30m Public footpath 'Maes‐y‐Haf' No. Non‐compliant. 10 office compound to the downside and Neath Yes 4 and wing walls. 2.45m span. states an assessed RA10. Speed increase of 5mph on masonry arch station platform 1 ramp up side. structure does not require civils interventions.
Structure comprises of 2no. Decks. DK1 comprises of longitudinal trough decks and Only 1 deck DK2 comprises of 11no. Concrete beams. assessed. Level 0 Concrete beam deck a SCMI score of 61 and assessed RA11. Speed increase Timber walkway spans between the two Two lane road (Commercial SWM2 208.0594 Commercial Road Underbridge 208 27 NR 8 35mph 40mph 61 1 23.75m dated 2015. Other 11 DK1 carries wasteland and DK2 carries 2no. Lines. Yes 4 of 5mph. As RA is above RA10, no civils interventions required, but decks. Stone abutments and wing walls; Road), 30mph deck not assessed. recommend assessment with increased speed. abutments have relief arches and are 50% Non‐compliant. masonry filled to lower half of ES1 ABT1. 7.567m span SWM2 208.0616 2000mm H by 120m L on , Rail over Land Retaining Wall 208 28 D/S Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 208.0616 5200mm H by 160m L on , Rail over Land Retaining Wall 208 28 U/S Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 208.0660 5200mm H by 160m L on , Rail over Land Retaining Wall 208 30 Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 208.0704 mm H by m L on , over Retaining Wall 208 32 A Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 208.0704 mm H by m L on , over Retaining Wall 208 32 B Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
Masonry arch with a SCMI score of 59. NRDD search shows no compliant Stone arch, abutments, spandrels and wing Storage for Garden Centre assessment available for this structure, however RAM assessment list SWM2 208.0737 Zoar Road Underbridge 208 33.5 NR 8 35mph 40mph 59 1 20m No. Non‐compliant. 15 Structure carries 2no. lines Yes 4 walls. 4.46m span materials states an assessed RA15. Speed increase of 5mph on masonry arch structure does not require civils interventions.
Structure comprises of 3no. Steel box girders, Metallic box girder structure with a SCMI score of 77 and assessed RA10. cross girders and a steel plate deck with stone Two lane road (Bridge Street) Yes. Level 1 dated SWM2 208.0787 Bridge Street AKA James Street Underbridge 208 35.75 NR 8 35mph 40mph 77 1 10m 10 Structure carries 2no. lines Yes 4 Speed increase of 5mph. As RA is above RA10, no civils interventions abutments with integral relieving arches and and footways, 30mph 2014. Compliant. required, but recommend assessment with increased speed. stone wing walls. 10.83m span
Deck comprising of 4no. Steel main girders, Metallic deck with a SCMI score of 50 and assessed RA11. Speed increase transverse pressed trough deck, steel Water (Neath Canal) and waste Yes. Level 0 dated SWM2 208.0836 Neath Canal Underbridge 208 38 NR 8 35mph 40mph 50 3 12m 11 Structure carries 2no. lines Yes 4 of 5mph. As RA is above RA10, no civils interventions required, but stanchions and crossheads on stone ground 2015. Compliant. recommend assessment with increased speed. abutments and wing walls. 20m span
SWM2 208.0836 2200mm H by 10m L on , Rail over Road Pub Retaining Wall 208 38 Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
Deck comprising of 4no. Steel main girders, Yes, Level 1 dated Metallic deck with a SCMI score of 60 and assessed RA13. Speed increase transverse pressed trough deck, steel columns Water; river, canal and SWM2 208.0957 River Neath Underbridge 208 43.5 NR 8 35mph 40mph 60 4 11.198m 2005. Level 0 dated 13 Structure carries 2no. lines Yes 4 of 5mph. As RA is above RA10, no civils interventions required, but and crossheads on concrete abutments and towpaths 2015. Compliant. recommend assessment with increased speed. stone wing walls. 66m span
Half through welded metal girders, square Metallic deck with a SCMI score of 78 and assessed RA10. Speed increase concrete jack arches on metallic cross girders, Yes. Level 1 dated SWM2 208.1034 A465 Under Underbridge 208 47 NR 8 35mph 40mph 78 1 10.585m Road (A465) By pass 10 Structure carries 2no. lines Yes 4 of 5mph. As RA is above RA10, no civils interventions required, but block stone face concrete abutments and 2003. Compliant. recommend assessment with increased speed. wing walls. 28.765m span SWM2 208.1078 Vale Of Neath Rly ‐ VON Under At 41 20 Intersection Bridge 208 49 NR 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. Structure comprises of stone arch, spandrel, Two lane road (Cadoxton Yes. Level 0 dated Masonry arch with SCMI score of 80 and assessed RA14. Speed increase of SWM2 208.1122 Cadoxton Underbridge 208 51 NR 8 35mph 40mph 80 1 16.364m 14 Structure carries 2no. lines Yes 4 abutment and wing walls. 9.329m span. Road), 30mph and footway 2013. Compliant. 5mph on masonry arch structure does not require civils interventions. SWM2 208.1210 3'3" Stone Arch Culvert 208 55 NR 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 4 No civils intervention. Out of scope. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Masonry barrel, headwalls and wing walls. change (increased speed of 5mph) will affect the structure. Worst case is a SWM2 208.1276 3'1" Stone Arch Culvert 208 58 NR 8 35mph 40mph ‐ 1 21m Water N/A N/A Unable to access internal due to size of culvert. Yes 4 Diameter 1,250mm. full culvert replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Half through structure comprising of 3no. Half through with a SCMI score of 70 and assessed RA10. Speed increase of Main girders, cross girders, rail bearers and Single lane road (Dwr‐y‐Felin) Yes. Level 1 dated SWM2 208.1474 Frwyd Vale AKA Dwynfelin Underbridge 208 67 NR 8 35mph 40mph 70 1 10.608m 10 Structure carries 2no. lines Yes 4 5mph. As RA is above RA10, no civils interventions required, but deck plates on masonry abutments and wing and 2 narrow footways, 30mph 2005. Compliant. recommend assessment with increased speed. walls. 6.183m span. SWM2 208.1628 2'7" Stone Arch Culvert 208 74 NR 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 4 No civils intervention. Out of scope.
Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading Unable to view upside end of culvert due to being Concrete pipe with concrete headwall and change (increased speed of 20mph) will affect the structure. Worst case is SWM2 208.1716 Concrete Pipe With Sewer Inside Culvert 20878 NR 8 75mph 95mph ‐ 1 Unknown Water N/A N/A unlocated of longstanding. Only visually viewed Yes 4 wing walls. Diameter 1,500mm. a full culvert replacement, however a qualitative assessment should be internally at downside face due to trash screen. undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 209.0440 mm H by m L on , over Retaining Wall 209 20 D/S Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 209.0440 mm H by m L on , over Retaining Wall 209 20 U/S Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
Despite RA7 value given by asset, NRDD could not find assessment. Assume 5no. Span masonry arch viaduct comprising of Span 1; road, span 2; garden, no civils interventions required due to masonry arch construction. brick parapets, spandrels, wing walls, SWM2 209.0616 Neath Abbey Viaduct Viaduct 209 28 NR 8 75mph 95mph 70 5 9.9m span 3; river, span 4 and 5; No. Non‐compliant. 7 Structure carries 2no. lines Yes 4 Recommended to undertake a Level 0 assessment at the next GRIP stage abutments and piers. Structure has multiple deep ravine with increased line speed. pattress plates. 59m span No civils interventions for horizontal realignment of the track.
Structure currently passing for RA7 loading. Main girder external 1 passes at RA11, main girder internal passes at RA8 (shear), railbearer passes at RA7, cross girder external passes at RA15+ and cross girder internal passes Half through structure comprising of 3no. at RA14. Main girders, concrete floor bearing onto Two lane road (Longford Road), Yes. Level 0 dated It is recommended that all main girder internal web is strengthened with SWM2 209.0737 Longford AKA Neath Abbey Underbridge 209 33.5 NR 8 75mph 95mph 71 1 11.263m 7 Structure carries 2no. lines Yes 4 stone and brick abutments and wing walls. Sq 30mph and footway 2012. Compliant. additional plating. Recommended to undertake a Level 0 assessment at the span 8.223m, sk span 9.797m. next GRIP stage with increased line speed. Cant change permissible as long as above civils intervention undertaken an Level 0 assessment undertaken at next stage to take into account increased ballast loading.
SWM2 209.0990 mm H by m L on , over Retaining Wall 209 45 D/S Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 209.0990 mm H by m L on , over Retaining Wall 209 45 U/S Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 209.1232 Hill Road Overbridge 209 56 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore Unable to view with CCTV beyond 18m from Masonry barrel, headwalls and wing walls. it is unknown how loading change (cant adjustment and speed increase of SWM2 209.1496 Stone Barrel Outlet In Garden On Down Side Culvert 209 68 NR 8 75mph 95mph ‐ 1 Unknown Water N/A N/A upside due to culvert blocked. Downside not Yes 4 Diameter 400mm. 20mph) will affect the structure. Worst case is a full culvert replacement, located longstanding. however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Masonry arches with SCMI score of 74 and assessed RA13. Speed increase of 20mph on masonry arch structure does not require civils interventions. Masonry arch with the following clearances: 3no. Stone segmental arches with stone Upside / low mileage; 1,580mm spandrels, abutments, piers, parapets and Upside / high mileage; 1,320mm Two lane road, footways and Yes. Level 0 dated SWM2 209.1606 Quakers Viaduct AKA Skewen Viaduct Underbridge 209 73 NR 8 75mph 95mph 74 3 9.5m wing walls. Structure has several areas of 13 Structure carries 2no. lines Yes 4 Downside / low mileag; 2,000mm waste ground 2013. Compliant. structural anchorage / pattress plates. 7.79m Downside / high mileage; 2,250mm span Speed on structure is increasing from 75mph to 95mph. Minimum clearance required is 1,300mm. Room on structure to undertake horizontal realignment (within reason). Might have safe cess issues. To be looked at in GRIP 2. No civils interventions.
Recommendation made for horizontal track changes valid for speed increase interventions also. Overall structure is in fair condition and fully Stone arch with block work headwall and wing examined. It is recommended that a qualitative assessment be undertaken SWM2 209.1639 2' Stone Barrel Culvert 209 74.5 NR 8 75mph 95mph ‐ 1 35m Water N/A N/A Full culvert examined. Yes 4 walls. Diameter 800mm. at the next GRIP stage to confirm asset condition. However with a speed increase of 20mph it is highly likely that no structural intervention will be required.
Deck comprises of a longitudinal steel trough Metallic deck with a SCMI score of 64 and assessed RA10. Speed increase Yes. Level 1 dated SWM2 210.0066 Skewen Subway AKA Springfield Underbridge 210 03 NR 8 75mph 95mph 64 1 10.7m girders on brick abutments and wing walls. Public footpath / subway 10 Structure carries 2no. lines Yes 4 of 20mph. As RA is above RA10, no civils interventions required, but 2000. Compliant. 1.9m span. recommend assessment with increased speed.
SWM2 210.0110 2' Stone Barrel Culvert 210 05 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 4 No civils intervention. Out of scope.
Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore Stone barrel with block work headwall and 2' Stone Barrel Under L.C. Approach On High mileage face not located longstanding, visual it is unknown how loading change (cant adjustment and speed increase of SWM2 210.0374 Culvert 210 17 D/S NR 8 75mph 95mph ‐ 1 Unknown wing walls. With concrete block headwall Water N/A N/A Yes 4 Down Side of internal from low mileage only. 20mph) will affect the structure. Worst case is a full culvert replacement, extension. Downside diameter 960mm. however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
2' Stone Barrel Under L.C. Approach On Up SWM2 210.0374 Culvert 210 17 U/S NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 4 No civils intervention. Out of scope. Side SWM2 210.0462 2300mm H by 65m L on , over Retaining Wall 210 21.00 D/S Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 210.0462 3300mm H by 48m L on , over Retaining Wall 210 21.00 U/S Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 210.0550 Skewen Station Overbridge 210 25 NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 210.0682 1150mm H by 11.6m L on , Land over Rail Retaining Wall 210 31.00 D/S Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
SWM2 210.0682 1300mm H by 11.8m L on , Land over Rail Retaining Wall 210 31.00 U/S NR 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
SWM2 210.099 Neath Road AKA Skewen Old Station Bridge Overbridge 210 45 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
SWM2 211.0220 Skewen Tunnel Overbridge 211 10.00 Outside Party 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore Masonry barrel, headwall and wing walls. Unable to access barrel of culvert due to size, it is unknown how loading change (cant adjustment and speed increase of SWM2 211.0759 4' stone arch & invert Culvert 211 34.5 NR 8 65mph 90mph ‐ 1 30m Upside has concrete block headwall and wing Water N/A N/A visual exam only of internal. Downside face not Yes 4 25mph) will affect the structure. Worst case is a full culvert replacement, wall extension. Diameter 1,200mm. visible, longstanding due to submersion. however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
SWM2 211.1012 Lonlas AKA Llwynbrwydau Overbridge 211 46 NR 8 65mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 211.1320 Flying Arch (1) Overbridge 211 60 NR 8 65mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 211.1342 Flying Arch (2) Overbridge 211 61 NR 8 65mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 211.1386 Flying Arch (3) Overbridge 211 63 NR 8 65mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 211.1507 Flying Arch (4) Overbridge 211 68.5 NR 8 65mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 212.0187 Peniel Green Overbridge 212 08.5 Outside Party 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
SWM2 212.0187 5500mm H by 28m L on , Road Pub over Path Retaining Wall 212 08.5 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
Unable to view all internal parts with CCTV, small Concrete block chamber with track side SWM2 212.0198 Constrn & Size? Culvert 212 09 NR 8 90mph 90mph ‐ 1 Unknown Water N/A N/A plastic pipe to HM side approx. 280mm wide too Yes 4 Speed remaining the same. No civils interventions required. plastic pipe. Diameter 380mm. small for crawler. Runs parallel to the track. Plastic pipe with no headwall or wing walls. Pipe too small for crawler. Runs parallel to the SWM2 212.0572 350mm Concrete Pipe On Down Side Culvert 212 26 NR 8 90mph 90mph ‐ 1 Unknown Water N/A N/A Yes 4 Speed remaining the same. No civils interventions required. Diameter 500mm. track.
Recommendation made for horizontal track changes valid for speed increase interventions also. Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore Masonry arch with masonry headwall and Upside not located. Downside internals visually it is unknown how loading change (cant adjustment) will affect the SWM2 212.0660 3'4" Stone Arch & Invert Culvert 212 30 NR 8 90mph 90mph ‐ 1 Unknown wing walls with concrete block headwall Water N/A N/A Yes 4 viewed to 10m. structure. Worst case is a full culvert replacement, however a qualitative extension / repair. Diameter 1,030mm. assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
Masonry arch with masonry abutments and SWM2 212.0924 Llansamlet Underbridge 212 42 NR 8 90mph 90mph 79 1 9.6m wing walls and structural anchorage. 6.2m Single lane road, 30mph No. Non‐compliant. 15 Structure carries 2no. lines Yes 4 Speed remaining the same. No civils interventions required. span SWM2 212.0924 mm H by m L on , over Retaining Wall 212 42 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. Masonry barrel with masonry headwalls and SWM2 212.1320 3' Stone Arch Culvert 212 60 NR 8 90mph 90mph ‐ 1 20m Water N/A N/A Full culvert examined. Yes 4 Speed remaining the same. No civils interventions required. wing walls. Diameter 900mm. Masonry barrel with masonry headwalls and SWM2 213.0000 2' Stone Arch & Invert Culvert 213 00 NR 8 90mph 90mph ‐ 1 35m Water N/A N/A Full culvert examined. Yes 4 Speed remaining the same. No civils interventions required. wing walls. Diameter 630mm. SWM2 213.0077 Stone Arch Culvert 213 03.5 NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Unlocated No 4 No civils intervention. Out of scope. Structure comprises of a reinforced concrete Single lane road (Jersey Road) SWM2 213.0099 Foxhole Colliery Underbridge 213 04.5 NR 8 90mph 90mph 76 1 12m deck with stone cladding to abutments and No. Non‐compliant. 12 Structure carries 2no. lines Yes 4 Speed remaining the same. No civils interventions required. and footway, 30mph wing walls. Sq span 15.05m, sk span 18.037m
Span 1 consists of stone arch ring with stone spandrels, wing walls and parapets. Wasteland and single lane road Abutments have bricked up relieving arches. Yes. Level 1 dated SWM2 213.0110 Foxhole Colliery Underbridge 213 05 Outside Party 8 90mph 90mph 72 2 9.5m (Foxhole Colliery) and footway, 10 / Modern Structure carries 2no. lines Yes 4 Speed remaining the same. No civils interventions required. Span 2 in a newly constructed steel deck with 2001. Compliant. 30mph stone abutments and stone pier between spans. Span 1 4.668m, span 2 7.034m.
Longitudinal pressed steel trough main deck with barlow rail and concrete beam Flood relief watercourse ‐ dry Yes. Level 0 dated SWM2 213.0649 Former cattle arch Underbridge 213 29.5 NR 8 90mph 90mph 75 2 10m 15 Structure carries 2no. lines Yes 4 Speed remaining the same. No civils interventions required. extensions on stone abutments, piers, for some time. 2012. Compliant. spandrels and wing walls. 2m span.
Steel main girders, brick jack arches on stone Cycle path (Former Swansea Yes. Level 0 dated SWM2 213.0671 Swansea Vale Line Underbridge 213 30.5 NR 8 90mph 90mph 73 2 37.4m 9 Structure carries 2no. lines Yes 4 Speed remaining the same. No civils interventions required. abutments, pier and wing walls. 9m span Valley Line SVL) 2013. Compliant. ME 368. Pwll Mawr Colliery, 2 Old Roadways SWM2 213.1078 Miscellaneous Structures 213 49.00 Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. Under Track, 49ch ‐ 52ch SWM2 213.1100 2100mm H by 120m L on , Rail over Land Retaining Wall 213 50 Fence Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. SWM2 213.1100 1200mm H by 40m L on , Rail over Land Retaining Wall 213 50 U/S Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope.
Horizontal and /or realignment required. Masonry arch with the following clearances: Downside; 4,000mm Stone arch, abutments, spandrels and wing Level 0 dated 2016. Upside; 3,000mm SWM2 213.1320 Llansamlet Underbridge 213 60 Outside Party 8 70mph 70mph 72 1 15m Footpath 15 Structure carries 2no. lines Yes 4 walls. 4.35m span Compliant. Speed on structure is remaining the same at 70mph. Minimum clearance required is 1,300mm. Room on structure to undertake horizontal realignment (within reason). Might have safe cess issues. To be looked at in GRIP 2. No civils interventions.
Horizontal and /or realignment required. Masonry arch with the following clearances: Low mileage / downside; 2,431mm Low mileage / upside; 3,431mm 4no. Ring masonry arch, abutments, spandrels High mileage / downside; 1,954mm SWM2 213.1342 Old Canal Underbridge 213 61 NR 8 70mph 70mph 64 1 28.4m Former canal No. Non‐compliant. 15 Structure carries 2no. lines Yes 4 and wing walls. Sq span 4.4m, sk span 6.6m High mileage / upside; 3,480mm Speed on structure is remaining the same at 70mph. Minimum clearance required is 1,300mm. Room on structure to undertake horizontal realignment (within reason). Might have safe cess issues. To be looked at in GRIP 2. No civils interventions.
2 spans next to each other, consisting of 1no. Level 0 dated 2016. Masonry arch and 1no. Stone arch, Only 1 deck SWM2 213.1650 Landore Underbridge 213 75 NR 8 70mph 70mph 85 1 16m Footpath 15 Structure carries 2no. lines Yes 4 Speed remaining the same. No civils interventions required. abutments, spandrels and wing walls. 3.71m assessed. Non‐ span. compliant. SWM2 213.165 2500mm H by 120m L on , Rail over Land Retaining Wall 213 75 Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. Level 0 dated 2016 Structure is a former intersection bridge. Brick arch, stone abutments, spandrels and Two lane road and narrow SWM2 214.0308 Midland Railway AKA Llysnewydd Underbridge 214 14 NR 8 70mph 70mph 75 1 23.2m but unsigned. Non‐ 15 Downside arch carries rail, upside arch carries Yes 4 Speed remaining the same. No civils interventions required. wing walls. Sq span 8.367m, sk span 9.213m footways compliant. wasteland. Structure carries 2no. lines
Span 1 and 2 comprises of 8no. Longitudinal main girders per span, spans 4‐21 comprise of 10no. Longitudinal girders per span. Span 3 consists of a wrought iron truss girder, cross Footpaths, roads, wasteland Yes. Level 1 dated SWM2 214.0869 Landore Viaduct Viaduct 214 39.5 NR 8 40mph 40mph 63 21 12m Structure carries 2no. lines Yes 4 Speed remaining the same. No civils interventions required. girders and rail bearers. On masonry piers and and water (River Tawe) 2016. Compliant. abutments for spans 1‐2 and 4‐21. Masonry abutments contain relieving arches. Multiple pattress plates throughout. 322m span total
SWM2 214.1188 2000mm H by 30m L on , Rail over Land Retaining Wall 214 54 Unknown 8 40mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. 172.1364‐ SWM2 mm H by m L on , over Retaining Wall 172 62 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. 172.1518 186.0880‐ SWM2 mm H by m L on RHS, over Retaining Wall 1864OU Unknown 8 85mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. 186.0990 190.0770‐ Non‐ SWM2 Stone Quarry Siding Tunnel Tunnel 19035 8 60mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 1 No civils intervention. Out of scope. 190.0780 operational 194.0990‐ SWM2 2300mm H by 20m L on LHS, Rail over Land Retaining Wall 19445 Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 2 No civils intervention. Out of scope. 194.1012 205.1683‐ SWM2 mm H by m L on LHS, over Retaining Wall 20576HU Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 205.1716 206.0528‐ SWM2 mm H by m L on RHS, over Retaining Wall 20624D Unknown 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 206.0682 206.0867‐ SWM2 HL Ramp To STN D/S 206‐38.5 To 206‐40 Side of Line Bridge 20638.5D NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 206.0880 206.0867‐ SWM2 HL Ramp To STN U/S 260‐38.5 To 206‐40 Side of Line Bridge 20638.5U NR 8 90mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 206.0880 207.0880‐ SWM2 mm H by m L on RHS, over Retaining Wall 27040U Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 207.0946 207.0968‐ SWM2 mm H by m L on LHS, over Retaining Wall 20744U Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 207.0990 207.1100‐ SWM2 mm H by m L on RHS, over Retaining Wall 20750U Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 207.1232 207.1298‐ SWM2 mm H by m L on LHS, over Retaining Wall 20759U Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 3 No civils intervention. Out of scope. 208.0066 208.0704‐ SWM2 mm H by m L on LHS, over Retaining Wall 20832U Unknown 8 35mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. 208.0792 210.0556‐ SWM2 mm H by m L on RHS, over Retaining Wall 21025Q Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. 210.0572 210.1100‐ SWM2 2200mm H by 320m L on RHS, Land over Rail Retaining Wall 21050 Unknown 8 75mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. 210.1452 211.1298‐ SWM2 1000mm H by 400m L on LHS, Land over Rail Retaining Wall 21159U Unknown 8 65mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. 211.1738 211.1320‐ SWM2 900mm H by 405m L on LHS, Land over Rail Retaining Wall 21160D Unknown 8 65mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. 212.0011 213.1100‐ SWM2 mm H by m L on RHS, over Retaining Wall 21350D Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. 213.1144 213.1100‐ SWM2 mm H by m L on RHS, over Retaining Wall 21350U Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. 213.1232 214.0528‐ SWM2 2300mm H by 22m L on RHS, Land over Rail Retaining Wall 21424U Unknown 8 70mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention. Out of scope. 214.0550 RA Rating SCMI No. of Assessment Relevant to GRIP ELR Mileage Name Asset Type Asset No. Owned By RA Rating in NESA Current Line Speed Proposed Line Speed Width Construction Type Over Current Description ivils Intervention Score Spans Available? 1 Project? Section C s Linespeed Structure carries redundant foramtion over Neath SWA 215.0143 Mile End Underbridge 215 06.5 NR 7 40mph N/A N/A 1 N/A N/A N/A N/A N/A No 4 No civils intervention required as no speed increase in this section. public carriageway. Structure comprises metallic main girders, cross girders and railbearers with plate deck floor. 2 lane road (Neath Road) and 1 Level 1 dated 2018. SWA 215.0143 Mile End AKA Hafod Underbridge 215 06.5 NR 7 40mph 40mph 52 1 17.151m Abutments consists of masonry relieving arches Structure carries 2no. Lines. Yes 4 No civils intervention required as no speed increase in this section. footway. Compliant. (bricked up) and masonry wing walls. Sq span 9.194m, sk span 15.754m. Structure comprises 2no. Decks. DK1 is Former road ‐ now closed off at redundant and DK2 comprises of metallic upside. Currently used by Road Level 0 dated 2012. SWA 215.0176 Hafod No.2 AKA Copper Works Underbridge 215 08 NR 7 40mph 40mph 51 1 32.4m longitudinal pressed trough girders with Structure carries 2no. Lines. Yes 4 No civils intervention required as no speed increase in this section. Work improvement material Compliant. masonry abutments and wingwalls. 4.71m storage span. Structure comprises 22no. metallic longitudinal Road over bus route (single pressed trough girders. Abutments consists of Level 0 dated 2016. SWA 215.0341 Hafod No.4 Underbridge 215 15.5 NR 7 40mph 40mph 64 1 19.5m land), footway and access to Structure carries 2no. Lines. Yes 4 No civils intervention required as no speed increase in this section. masonry relieving arches (some are bricked up) Compliant. scoial club. and masonry wing walls. 6.19m span.
SWA 215.0429 Hafod Footbridge Footbridge 215 19.5 NR 7 40mph 40mph N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
SWA 215.0506 2' Stone Arch Culvert 215 23 NR 7 40mph 40mph N/A N/A N/A N/A N/A N/A N/A Unlocated No 4 No civils intervention required as no speed increase in this section.
SWA 215.0506 mm H by 660m L on , Rail over Land Retaining Wall 215 23 Unknown 7 40mph 40mph N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
SWA 215.0594 Retaining Wall 215 27 Unknown 7 40mph 40mph N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section. mm H by 250m L on , Rail over Land SWA 215.0858 4000mm H by 40m L on , Rail over Land Retaining Wall 215 39 Unknown 7 40mph 40mph N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
SWA 215.0946 3000mm H by 270m L on , Land over Rail Retaining Wall 215 43 Unknown 7 40mph 40mph N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
SWA 215.0946 500mm H by 22m L on , Rail over Land Retaining Wall 215 43 B Unknown 7 40mph 40mph N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
SWA 215.0946 Maliphant Canal Side of Line Bridge 215 43 MC NR 7 40mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
Structure comprises 3no. Deck. DK1 is a masonry arch and carries the bi‐di washery line, Level 0 dated 2013 DK2 is a masonry arch and carries the SWA for masonry arches SWA 215.0946 Maliphant Underbridge 215 43 M NR 7 40mph 40mph 62 1 15.293m down and DK3 is a longitudinal trough girder Public road only. No metallic Structure carries 3no. Lines. Yes 4 No civils intervention required as no speed increase in this section. deck that carries the SWA up line. Masonry deck assessment. arch with masonry abutments and wignwalls. Non‐compliant. 3.763m span.
SWA 215.0957 mm H by 250m L on , over Retaining Wall 215 43.5 Unknown 7 40mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section. 8000mm H by 306.4m L on , Rail over Road SWA 215.1386 Retaining Wall 215 63 Unknown 7 20mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section. Pub SWA 215.1606 mm H by 180m L on , over Retaining Wall 215 73 Unknown 7 20mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
Consists of steel plate and angle girders No assessment constructed into retaining wall below Swansea Purpose of the structure is Hidden bridge with no previous Detaied or Visual SWA 215.1672 'Hidden Bridge' above Strand Underbridge 215 76 NR 7 20mph 20mph 61 Unknown Unknown found. Non‐ Yes 4 No civils intervention required as no speed increase in this section. Station Platform 4 (Downside). Above the unknown. Examination. compliant. girders is a 4 ring brick relieving arch.
Structure is a masonry skew arch with masonry Level 0 dated 2013. SWA 215.1683 Strand Underbridge 215 76.5 NR 7 20mph 20mph 64 1 51.5m 2 lane road and 2 footways. Structure carries 4no. Lines and platforms. Yes 4 No civils intervention required as no speed increase in this section. abutments and wingwalls. 12.22m span. Compliant.
SWA 215.1694 Swansea ‐ Bethseda Street Bridge Part 215 77 A NR 7 20mph 20mph N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
SWA 215.1694 Swansea ‐ Bethseda Street Bridge Part 215 77 B NR 7 20mph 20mph N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
SWA 215.1694 Swansea ‐ Bethseda Street Bridge Part 215 77 C NR 7 20mph 20mph N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
SWA 215.1694 Swansea ‐ Bethseda Street Bridge Part 215 77 D NR 7 20mph 20mph N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section.
SWA 215.1694 Bargemans Row Underbridge 215 77 BR NR 7 20mph 20mph N/A 1 N/A N/A N/A N/A N/A Carries disused platform ‐ track removed. No 4 No civils intervention required as no speed increase in this section. Structure comprises of 5no. Masonry Level 1 dated 2002. SWA 215.1694 Jockey Street Underbridge 215 77 JS NR 7 20mph 20mph 61 1 20m segmental arch with masonry abutments and Footpath Structure carries platform 1 and 2 and railway. Yes 4 No civils intervention required as no speed increase in this section. Compliant. wingwalls. 6.4m span. SWA 216.0011 mm H by m L on Below track, over Retaining Wall 216 00.5 NR 7 20mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section. Level 0 dated 2014 Structure comprises of 6 decks. DK1‐DK4 are for DK2, DK3 and masonry arches. DK5 consists of longitudinal, DK4. No metallic pressed trough girders and DK6 DK1 does not carry live loading, DK2‐DK6 carries SWA 216.0011 Pottery St. Subway Underbridge 216 00.5 NR 7 20mph 20mph 69 1 Footpath assessments for Yes 4 No civils intervention required as no speed increase in this section. consists of metallic main girders, cross girders live loading; 4 lines and 4 platforms. metallid DK5 or and metallic floor plates. Structure has masonry DK6. Non‐ abutments and wingwalls. 3.63m span. compliant. Swansea Station ‐ Platform 4 over New Cut SWA 216.0154 Miscellaneous Structures 216 07 Unknown 7 20mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section. Road Upside main girder also supports section of platform 4 of swansea station. Railway line has SWA 215.1672 Strand Underbridge 215 76 NR 7 20mph 20mph N/A 1 N/A N/A N/A N/A N/A been removed from the formation and is now No 4 No civils intervention required as no speed increase in this section. used as an unsurfaced access road/path to the rear of Swansea station. 214.1452 ‐ SWA Retaining wall on Dn side 5m by 20.5c Retaining Wall 214 66 NR 7 40mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section. 215.0143 215.0308 ‐ SWA 2800mm H by 220m L on RHS, Land over Rail Retaining Wall 21514U Unknown 7 40mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section. 215.0528 215.1100 ‐ SWA mm H by 132m L on RHS, over Retaining Wall 21551U Unknown 7 40mph N/A N/A N/A N/A N/A N/A N/A N/A Out of GRIP 1 scope of work No 4 No civils intervention required as no speed increase in this section. 215.1232
Appendix C2:
Appendix Item Tabulated Civils Interventions
Page 55 of File Ref: 161034-NRD-G1-CDSW-REP-EMF-100000 Issue No: P.01 59
Down (mmm.yyyy) Up (mmm.yyyy) ELR Civils Assets Affected? Down Track Intervention Up Track Intervention Civils Intervention for Horizontal Track Changes 2100 1100 SWM2 ‐ 170.1239‐170.1250 ‐‐‐N/A 174.1755, side of line bridge, 'On upside formerly SFA 0.46.25' 175.0000, overbridge, 'Llwyn Yr Eos AKA Butchers' SWM2 174.1741‐175.0401 174.1584‐175.0083 175.0044, overbridge, 'Barry Docks Link Road' ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. 175.0044, retaining wall, '700mm H by 140m L on , Land over Rail' 175.0374, culvert, '3' Stone Arch' SWM2 ‐ 175.0104‐175.0127 ‐‐‐N/A 175.0374, culvert '3' Stone Arch' Detailed Examination of Parts Not Examined required as full culvert not examined due to Medium: Adjust cant and re‐ standing water. Current condition unknown therefore it is unknown how loading change align curve to increase curve (cant adjustment) will affect the structure. Worst case is a full culvert replacement, however radius. If re‐alignment can be SWM2 ‐ 175.0158‐175.0401 175.0374, culvert '3' Stone Arch' ‐ a qualitative assessment should be undertaken once a full Detailed Examination has been undertake within existing undertaken. Assessment is highly likely to assess out replacement option. trackbed then it would become a low intervention. 4.5m from culvert headwall to running rail at upside and 6.0m from downside. Plenty of room for slewing, no extension required. SWM2 176.1654 ‐ 177.0079 176.1668‐177.0079 ‐‐‐N/A SWM2 177.0444 ‐ 177.0563 177.0452‐177.0551 ‐‐‐N/A SWM2 ‐ 179.1274‐179.1450 ‐‐‐N/A SWM2 ‐ 179.1647‐180.0007 ‐‐‐N/A 180.0528, culvert, '3' Stone Barrel' Detailed Examination of Parts Not Examined required as full culvert not examined due to High: Increase cant. High due to standing water. Current condition unknown therefore it is unknown how loading change underbridge in vicinity, if no 180.0110, overbridge, 'Motorway' (cant adjustment) will affect the structure. Worst case is a full culvert replacement, however SWM2 ‐ 180.0009‐180.0771 ‐ alterations is required to the 180.0528, culvert, '3' Stone Barrel' a qualitative assessment should be undertaken once a full Detailed Examination has been bridge, resultant intervention: undertaken. Assessment is highly likely to assess out replacement option. Low. Overbridge out of scope. Recommend gauging exercise at GRIP 2.
180.0792, underbridge, 'Black Bridge River Ely' Metallic half through structure with the following clearances: Upside / high mileage; 1,1188mm High: Increase transition Upside / low mileage; 1,418mm lengths. High due to Downside / high mileage; 989mm underbridge in vicinity, if no Downside / low mileage; 1,080mm SWM2 ‐ 180.0771‐180.0936 180.0792, underbridge, 'Black Bridge River Ely' ‐ alterations is required to the Speed on structure is increasing from 75mph to 90mph. Minimum clearance required is bridge, resultant intervention: 1,300mm. No room on structure to undertake horizontal realignment, however current NR Low. land boundary is existing width of structure. To increase deck width for track interventions will require easement and / or compulsory land purchase. This is considered a high intervention and therefore a high track intervention over this structure cannot be considered due to the resulting high civils intervention. 180.1122, retaining wall, '1500mm H by 65m L on , SWM2 ‐ 180.1111‐180.1155 ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. Land over Rail' SWM2 182.1628 ‐ 182.1753 ‐‐ ‐ ‐ N/A SWM2 183.0542 ‐ 183.0607 183.0540‐183.0639 ‐‐‐N/A SWM2 184.0813 ‐ 184.0891 184.0821‐184.0843 ‐‐‐N/A 184.0902, culvert, '3' Stone Barrel' Overall structure is in fair condition and fully examined. It is recommended that a qualitative 184.0902, culvert, '3' Stone Barrel' assessment be undertaken at the next GRIP stage to confirm asset condition. However with a SWM2 184.0891 ‐ 184.1031 ‐ 184.0913, retaining wall, '1400mm H by 8m L on , Rail Low: Increase transition length. ‐ low track intervention required, no structural intervention will be required. over Land' Retaining wall out of scope. Recommend gauging exercise at GRIP 2. SWM2 189.1623 ‐ 190.0049 ‐‐ ‐ ‐ N/A 190.0077,culvert, '3' Concrete Pipe & Stone Barrel' Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading change (cant adjustment) will affect Medium: Re‐align curve to the structure. Worst case is a full culvert replacement, however a qualitative assessment increase curve radius and should be undertaken once a full Detailed Examination has been undertaken. Assessment is 190.0077,culvert, '3' Concrete Pipe & Stone Barrel' increase cant. If re‐alignment SWM2 190.0049 ‐ 190.0255 ‐ ‐ highly likely to assess out replacement option. 190.0132, retaining wall, 'mm H by m L on , over' can be achieved within the existing track footprint then the 2.5m from culvert headwall to running rail at downside. Upside unknown as unlocated. Plenty resulting intervention is: Low. of room for slewing, no extension required.
Retaining wall out of scope. Recommend gauging exercise at GRIP 2. 190.0352, overbridge, 'West Skeal AKA Gee's' SWM2 190.0341 ‐ 190.0407 ‐ ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. 190.0352, retaining wall, 'mm H by m L on , over' 190.0638, miscellaneous structures, '23' Deep Drainage Shaft On Up Side' 190.0638, side of line bridge, ' Duplicate, no exams' 190.0748, retaining wall, 'mm H by m L on , over' 190.0759,retaining wall, '2200mm H by 53m L on , Land over Rail' 190.0770, miscellaneous structures, 'Former Stone Quarry Sdg Tunnel On Up Side' 190.0770‐190.0780, tunnel, 'Stone Quarry Siding SWM2 190.0503 ‐ 190.0832 ‐ ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. Tunnel' 190.0825, retaining wall, '3500mm H by 9m L on , Land over Rail' 190.0825, retaining wall, '2450mm H by 30m L on , Land over Rail' 190.0825, retaining wall, 'mm H by m L on , over' 190.0825, retaining wall, 'mm H by m L on , over' 190.0825, retaining wall, '4100mm H by 26m L on , Land over Rail' 190.0836, overbridge, 'Brackla' 190.0836, retaining wall, '6500mm H by 45m L on , Land over Rail' 190.0836, retaining wall, '1730mm H by 20m L on , Land over Rail' 190.0902, retaining wall, '860mm H by 40m L on , Land over Land' 190.0902, retaining wall, '1050mm H by 12.4m L on , SWM2 190.0832‐ 190.1051 ‐ ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. Land over Path' 190.0902, retaining wall, '1200mm H by 26m L on , Land over Rail' 190.0946, retaining wall, '600mm H by 9m L on , Land over Path' 190.0957, footbridge, 'Bridgend Station Footbridge' 190.1034, retaining wall, '4200mm H by 165m L on , Rail over Road Pub' SWM2 ‐ 192.0259‐192.0280 ‐‐‐N/A 192.0737, underbridge, 'Cuckoo Mill' Masonry arch with the following clearances: Low mileage /upside; 9,000mm Low mileage /downside; 5,300mm High mileage /upside; 9,000mm High mileage /downside; 5,300mm Speed on structure is increasing from 75mph to 90mph. Minimum clearance required is 1,300mm. Room on structure to undertake horizontal realignment (within reason). No civils No intervention as existing line Medium: Realign curve and interventions. 192.0347‐192.0433 192.0440, retaining wall, 'mm H by m L on , over' speed is retained. Refer to adjust cant. If re‐alignment can SWM2 192.0396 ‐ 192.0942 192.0466‐192.0662 192.0737, underbridge, 'Cuckoo Mill' assumption 1 in section 3.3 of be achieved within existing 192.0781, underbridge, Cuckoo Mill' 192.0695‐192.0935 192.0781, underbridge, Cuckoo Mill' the report. Mileage: 192.225 to track footprint, resultant Masonry arch with the following clearances: 192.535 intervention: Low Low mileage /upside; 2,800mm Low mileage /downside; 2,410mm High mileage /upside; 2,800mm High mileage /downside; 2,450mm Speed on structure is increasing from 75mph to 90mph. Minimum clearance required is 1,300mm. Room on structure to undertake horizontal realignment (within reason). No civils interventions.
Retaining wall out of scope. Recommend gauging exercise at GRIP 2. 192.1012, culvert, '3' Stone Barrel' Detailed Examination of Parts Not Examined required as full culvert not examined due to standing water. Current condition unknown therefore it is unknown how loading change will affect the structure. Worst case is a full culvert replacement, however a qualitative assessment should be undertaken once a full Detailed Examination has been undertaken. 192.1012, culvert, '3' Stone Barrel' SWM2 ‐ 192.0935‐192.1119 ‐ Low: Increase transition lengths Assessment is highly likely to assess out replacement option. 192.1078, retaining wall, 'mm H by m L on , over' 5.3m from culvert headwall to running rail at upside and 1.7m from downside. Plenty of room for slewing, no extension required.
Retaining wall out of scope. Recommend gauging exercise at GRIP 2. SWM2 ‐ 192.1130‐192.1306 ‐‐‐N/A SWM2 ‐ 192.1306‐192.1371 ‐‐‐N/A 193.0385, culvert, '2' Stone Arch' Detailed Examination of Parts Not Examined required as full culvert not examined due to standing water. Current condition unknown therefore it is unknown how loading change will affect the structure. Worst case is a full culvert replacement, however a qualitative SWM2 ‐ 193.0338‐193.0407 193.0385, culvert, '2' Stone Arch' ‐ Low: Increase transition lengths assessment should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option.
5.0m from culvert headwall to running rail at upside. Downside unknown as unlocated. Plenty of room for slewing, no extension required. SWM2 ‐ 193.0407‐193.0438 ‐‐‐N/A
193.0517, culvert, '3' Stone Barrel' Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading change will affect the structure. High: Increase transition Worst case is a full culvert replacement, however a qualitative assessment should be 193.0473, overbridge, 'Llangewydd' lengths. High due to Overbridge, undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely SWM2 ‐ 193.0438‐193.0658 193.0473, side of line bridge, 'Llangewydd' ‐ if no alterations is required to to assess out replacement option. 193.0517, culvert, '3' Stone Barrel' bridge, resultant intervention: Low. 5.0m from culvert headwall to running rail at upside. Downside unknown as unlocated. Plenty of room for slewing, no extension required.
Overbridge and side of line bridge out of scope. Recommend gauging exercise at GRIP 2.
SWM2 194.0755 ‐ 194.0854 ‐‐ ‐ ‐ N/A No intervention as existing line speed is retained. Refer to assumption 1 in section 3.3 of SWM2 195.0600‐195.0688 ‐ 195.0660, culvert, '58" Stone Barrel' ‐ Based on no intervention as existing line speed is retained, no civils intervention required. the report. Mileage 195.341 to 195.391 Transition lengths insufficient SWM2 198.1121 ‐ 198.1186 ‐‐ ‐ ‐ N/A SWM2 198.1186 ‐ 198.1327 ‐‐ ‐ ‐ N/A SWM2 201.1456 ‐ 201.1531 ‐‐ ‐ ‐ N/A 201.1606, retaining wall, '1400mm H by 40m L on , Rail over Land' SWM2 ‐ 201.1554‐201.1716 ‐‐N/A 201.1650, retaining wall, '2800mm H by 20m L on , Rail over Land' SWM2 203.0648 ‐ 203.0801 203.0692‐203.0803 ‐‐‐N/A SWM2 203.0801 ‐ 203.0966 203.0803‐203.0956 ‐‐‐N/A SWM2 203.0966 ‐ 203.1216 ‐ 203.1144, overbridge, 'Pentyla' ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. 206.1749, retaining wall, 'mm H by m L on RHS, over' SWM2 206.1748 ‐ 207.0067 ‐ 206.1749, retaining wall, '700mm H by 20m L on , Rail ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. over Land' SWM2 207.0067 ‐ 207.0570 ‐‐ ‐ ‐ N/A SWM2 207.0570 ‐ 207.0713 ‐‐ ‐ ‐ N/A 207.0836, culvert, '36" Concrete Pipe On Down Side' Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading change will affect the structure. Medium: Increase transition Worst case is a full culvert replacement, however a qualitative assessment should be 207.0836, culvert, '36" Concrete Pipe On Down Side' lengths. Medium due to level undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely SWM2 207.0723 ‐ 207.0845 ‐ 207.0836, footbridge, 'Mariners Arms Footbridge AKA crossing. If no alterations is ‐ to assess out replacement option. Metal Box Footbridge' required to the footbridge, resultant intervention: Low 6.0m from culvert headwall to running rail at downside. Upside unknown as unlocated. Plenty of room for slewing, no extension required.
Footbridge out of scope. Recommend gauging exercise at GRIP 2. 207.0880, culvert, '4'6" Stone Arch Under Siding' High: Re‐align curve to increase Infilled. No civils intervention. 207.0880‐207.0946, retaining wall, 'mm H by m L on curve radius and increase cant. RHS, over' High due to level crossing. If no SWM2 207.0845 ‐ 207.0922 ‐ ‐ 207.0880, culvert, '2'9" Stone Arch' 207.0880, culvert, '4'6" Stone Arch Under Siding' alterations is required to the Infilled. No civils intervention. 207.0880, culvert, '2'9" Stone Arch' level crossing, resultant intervention: Medium. Retaining wall out of scope. Recommend gauging exercise at GRIP 2.
209.0616‐209.0671, viaduct, 'Neath Abbey Viaduct' Masonry viaduct with unknown ballast depth. No intervention as existing line High: Reduce cant. High Cant to be reduced. Assumed additional ballast loading to reduce cant. Room on structure to speed is retained. Refer to intervention due to multiple reduce cant. To be looked at in GRIP 2. No civils interventions. 209.0616‐209.0671, viaduct, 'Neath Abbey Viaduct' SWM2 209.0678 ‐ 209.0787 209.0632‐209.0774 assumption 1 in section 3.3 of underbridges. If no alterations is 209.0737, underbridge, 'Longford AKA Neath Abbey' the report. Mileage 209.385 to required to underbridges 209.0737, underbridge, 'Longford AKA Neath Abbey' 209.447 Cant Surplus resultant; low Metallic half through structure. Currently passing at RA7. Assumed additional ballast loading to reduce cant. Recommend strengthening main girder internal web with additional plating in line with civils intervention for speed increase.
SWM2 209.0787‐209.0917 209.0774‐209.0905 ‐‐‐N/A 209.0990, retaining wall, 'mm H by m L on , over' SWM2 ‐ 209.0905‐209.1058 ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. 209.0990, retaining wall, 'mm H by m L on , over' 209.1496, culvert, 'Stone Barrel Outlet In Garden On Down Side' Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading change (cant adjustment) will affect the structure. Worst case is a full culvert replacement, however a qualitative assessment High: Re‐align curve and adjust should be undertaken once a full Detailed Examination has been undertaken. Assessment is 209.1232, overbridge, 'Hill Road' cant. High due to Overbridge, if highly likely to assess out replacement option. SWM2 ‐ 209.1058‐209.1582 209.1496, culvert, 'Stone Barrel Outlet In Garden On ‐ no alterations is required, Down Side' resultant intervention: Low. 30.0m from culvert headwall to running rail at upside. Downside unknown as unlocated. Plenty of room for slewing, no extension required.
Overbridge out of scope. Recommend gauging exercise at GRIP 2. 209.1606, underbridge, 'Quakers Viaduct AKA Skewen Viaduct' Masonry arch with the following clearances: Upside / low mileage; 1,580mm Upside / high mileage; 1,320mm Downside / low mileage; 2,000mm High: Increase transition Downside / high mileage; 2,250mm 209.1606, underbridge, 'Quakers Viaduct AKA Skewen lengths. High due to Speed on structure is increasing from 75mph to 95mph. Minimum clearance required is SWM2 ‐ 209.1582‐210.0009 Viaduct' ‐ underbridge, if no alterations is 1,300mm. Room on structure to undertake horizontal realignment (within reason). Might 209.1639, culvert, '2' Stone Barrel' required to bridge, resultant have safe cess issues. To be looked at in GRIP 2. No civils interventions. intervention: Low. 209.1639, culvert, '2' Stone Barrel' Overall structure is in fair condition and fully examined. It is recommended that a qualitative assessment be undertaken at the next GRIP stage to confirm asset condition. However with a high track intervention required, no structural intervention will be required.
High: Increase transition lengths. High due to 210.0110, culvert, '2' Stone Barrel' SWM2 ‐ 210.0011‐210.0130 210.0110, culvert, '2' Stone Barrel' ‐ underbridge, if no alterations is Unlocated. No civils interventions. required to bridge, resultant intervention: Low.
210.0374, culvert, '2' Stone Barrel Under L.C. Approach On Down Side' Detailed Examination of Parts Not Examined required as full culvert not examined. Current condition unknown therefore it is unknown how loading change (cant adjustment) will affect the structure. Worst case is a full culvert replacement, however a qualitative assessment Medium: Re‐align curve and 210.0374, culvert, '2' Stone Barrel Under L.C. Approach should be undertaken once a full Detailed Examination has been undertaken. Assessment is adjust cant. High due to On Down Side' highly likely to assess out replacement option. SWM2 ‐ 210.0130‐210.0455 ‐ Overbridge, if no alterations is 210.0374, culvert, '2' Stone Barrel Under L.C. Approach required, resultant intervention: On Up Side' 8.0m from culvert headwall to running rail at downside. Upside unknown as unlocated. Plenty Low. of room for slewing, no extension required.
210.0374, culvert, '2' Stone Barrel Under L.C. Approach On Up Side' Unlocated. No civils interventions.
210.0462, retaining wall, '2300mm H by 65m L on , over' 210.0462, retaining wall, '3300mm H by 48m L on , SWM2 ‐ 210.0455‐210.0567 over' ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. 210.0550, overbridge, 'Skewen Station' 210.0556‐210.0572, retaining wall, 'mm H by m L on RHS, over' SWM2 ‐ 211.0259‐211.0433 ‐‐‐N/A 211.0759, culvert, '4' stone arch & invert' High: Re‐align curve to increase Detailed Examination of Parts Not Examined required as full culvert not examined. Current curve radius and increase cant. condition unknown therefore it is unknown how loading change (cant adjustment) will affect High: Re‐align curve to increase High intervention due to the structure. Worst case is a full culvert replacement, however a qualitative assessment curve radius and adjust cant. overbridge. If no alterations is should be undertaken once a full Detailed Examination has been undertaken. Assessment is 211.0759, culvert, '4' stone arch & invert' High due to Overbridge. If no SWM2 211.0452 ‐ 211.1033 211.0435‐211.1026 required to bridge, and if re‐ highly likely to assess out replacement option. 211.1012, overbridge, 'Lonlas AKA Llwynbrwydau' alterations is required to the alignment can be undertake bridge, resultant intervention: within existing railway 15.0m from culvert headwall to running rail at downside and upside. Plenty of room for Medium. boundary, resultant slewing, no extension required. intervention: medium. Overbridge out of scope. Recommend gauging exercise at GRIP 2.
SWM2 211.1033‐211.1163 211.1026‐211.1169 ‐‐‐N/A 211.1298‐211.1738, retaining wall, '1000mm H by SWM2 211.1163‐211.1295 211.1169‐211.1288 ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. 400m L on LHS, Land over Rail' 211.1298‐211.1738, retaining wall, '1000mm H by 400m L on LHS, Land over Rail' 211.1320‐212.0011, retaining wall, '900mm H by 405m L on LHS, Land over Rail' SWM2 211.1295‐211.1734 211.1288‐211.1690 ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. 211.1320, overbridge, 'Flying Arch (1)' 211.1342, overbridge, 'Flying Arch (2)' 211.1386, overbridge, 'Flying Arch (3)' 211.1507, overbridge, 'Flying Arch (4)' 211.1298‐211.1738, retaining wall, '1000mm H by 400m L on LHS, Land over Rail' SWM2 211.1734‐212.0116 ‐ ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. 211.1320‐212.0011, retaining wall, '900mm H by 405m L on LHS, Land over Rail' 212.0198, culvert, 'Constrn & Size?' Structure runs parallel to the track. No civils intervention required. 212.0187, overbridge, 'Peniel Green' 212.0572, culvert, '350mm Concrete Pipe On Down Side' 212.0187, retaining wall, ' 5500mm H by 28m L on , High: Increase cant. High due to Structure runs parallel to the track. No civils intervention required. Road Pub over Path' an overbridge, if no alterations 212.0660, culvert, '3'4" Stone Arch & Invert' SWM2 212.0116‐212.0709 ‐ 212.0198, culvert, 'Constrn & Size?' ‐ is required to the bridge, Detailed Examination of Parts Not Examined required as full culvert not examined. Current 212.0572, culvert, '350mm Concrete Pipe On Down resultant intervention: Low condition unknown therefore it is unknown how loading change (cant adjustment) will affect Side' the structure. Worst case is a full culvert replacement, however a qualitative assessment 212.0660, culvert, '3'4" Stone Arch & Invert' should be undertaken once a full Detailed Examination has been undertaken. Assessment is highly likely to assess out replacement option. SWM2 213.0760‐213.0903 ‐‐ ‐ ‐ N/A
213.1078, miscellaneous structure, 'ME 368. Pwll Mawr Colliery, 2 Old Roadways Under Track, 49ch ‐ 52ch' 213.1100‐213.1144, retaining wall, 'mm H by m L on RHS, over' 213.1100‐213.1232, retaining wall, 'mm H by m L on SWM2 213.0903‐213.1121 ‐ ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. RHS, over' 213.1100, retaining wall, '2100mm H by 120m L on , Rail over Land' 213.1100, retaining wall, '1200mm H by 40m L on , Rail over Land' 213.1100‐213.1144, retaining wall, 'mm H by m L on RHS, over' SWM2 213.1121‐213.1308 ‐ ‐‐No civils intervention. Out of scope. Recommend gauging exercise at GRIP 2. 213.1100‐213.1232, retaining wall, 'mm H by m L on RHS, over'
213.1320, underbridge, 'Llansamlet' Masonry arch with the following clearances: Downside; 4,000mm Upside; 3,000mm Speed on structure is remaining the same at 70mph. Minimum clearance required is 1,300mm. Room on structure to undertake horizontal realignment (within reason). Might High: Increase transition have safe cess issues. To be looked at in GRIP 2. No civils interventions. lengths. High intervention due 213.1320, underbridge, 'Llansamlet' SWM2 213.1308‐213.1547 ‐ to underbridge. If no alterations ‐ 213.1342, underbridge, 'Old Canal' 213.1342, underbridge, 'Old Canal' is required to the bridges, Masonry arch with the following clearances: resultant intervention: Medium. Low mileage / downside; 2,431mm Low mileage / upside; 3,431mm High mileage / downside; 1,954mm High mileage / upside; 3,480mm Speed on structure is remaining the same at 70mph. Minimum clearance required is 1,300mm. Room on structure to undertake horizontal realignment (within reason). Might have safe cess issues. To be looked at in GRIP 2. No civils interventions.
Appendix D1:
Appendix Item Geotechnical Asset Data
Page 56 of File Ref: 161034-NRD-G1-CDSW-REP-EMF-100000 Issue No: P.01 59
Track Intervention Geology Land Earthwork Details Route Earthwork Risk Track Environmental Water Course within Movement ELR Start Mileage EHC Earthwork Type Level Prepared By Bedrock Superficial Structural Hydro Boreholes Location Land Use Surface water risk Flood Zone UXO Contaminated Land Offset to Boundary Mining CHOPS Structures Drainage Height Angle Asset on Other Side Comments Geotechnical Intervention Section Side Category Intervention Designation 5m Indicators Soil Embankment - SEHI, Triassuc Rocks SWM2 170.1210 U B Low Risk High MP Lower Keuper Marl Tidal flats None ST17NE844 25-50m Residential SSSI Low Flood zone 1 Moderate risk No 10-15 No No mining risk C None slips/slumps No drainage present 5 40 Grade/No earthwork/Embankment High retaining wall with small slump RETAINING STRUCTURE Viaduct Low productivity Triassic Rocks Llanishen (undifferentiated)- SWM2 174.1540 D N Not Inspected Grade / No Earthwork Down High NH Till N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 10-15m No No mining risk C No drainage present Grade/No earthwork RETAINING STRUCTURE Conglomerate Low productive aquifer Triassic Rocks Llanishen (undifferentiated)- SWM2 174.1540 U N Not Inspected Grade / No Earthwork Up High NH Till N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 15-20m No No mining risk C No drainage present Grade/No earthwork RETAINING STRUCTURE Conglomerate Low productive aquifer Triassic Rocks Llanishen (undifferentiated)- Bridge parapets at end of SWM2 174.1650 D A Average Risk Soil Cutting - SCHI Down High NH Till N/A ST17NW317 25-50m Agricultural N/A Low Flood zone 1 Low risk No 15-20m No No mining risk D No drainage present 6.0 45 Soil cutting REGRADE Conglomerate Low productive earthwork aquifer Triassic Rocks Road bridge at western edge Llanishen (undifferentiated)- of earthwork. Minor farmers SWM2 174.1650 U C Low Risk Soil Cutting - SCHI Up High NH Till N/A ST17NW317 25-50m Agricultural N/A Low Flood zone 1 Low risk No >30m No No mining risk C N/A No drainage present 4.0 35 Soil cutting Face dry REGRADE Conglomerate Low productive track crosses earthwork via a aquifer bridge Triassic Rocks Steep soil cutting with shallow slump Llanishen (undifferentiated)- Bridge parapets at begining of SWM2 175.0000 D B Average Risk Soil Cutting - SCHI Down High NH Till N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 15-20m No No mining risk D slips/slumps No drainage present 7.0 40 Soil cutting from crest. Probable shallow RETAINING STRUCTURE Conglomerate Low productive earthwork rockhead isolated exposures aquifer Triassic Rocks Llanishen (undifferentiated)- Bridge parapets at begining of SWM2 175.0000 U A Not Inspected Soil Cutting - SCHI Up High NH Till N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 15-20m No No mining risk E bowed trees Yes-poor condition 8.0 35 Soil cutting Wets bed evident at high mileage RETAINING STRUCTURE Conglomerate Low productive earthwork aquifer Triassic Rocks Soil Embankment - SEHI, Soil Llanishen (undifferentiated)- Wide cess, no movement indicators. SWM2 175.0110 D A Average Risk Down High NH N/A N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 15-20m No No mining risk C No drainage present 3.0 36 Soil cutting REGRADE Cutting - SCHI Conglomerate Low productive Occasional rabbit holes aquifer Triassic Rocks Llanishen (undifferentiated)- SWM2 175.0110 U A Not Inspected Soil Cutting - SCHI Up Medium NH N/A N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 15-20m No No mining risk E bowed trees No drainage present 8.0 35 Soil cutting RETAINING STRUCTURE Conglomerate Low productive aquifer Triassic Rocks Llanishen (undifferentiated)- SWM2 175.0220 D N Not Inspected Grade / No Earthwork Down High NH Till/Alluvium N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 10-15m No Mining risk C No drainage present Grade/No earthwork RETAINING STRUCTURE Conglomerate Low productive aquifer Triassic Rocks Llanishen (undifferentiated)- SWM2 175.0220 U N Not Inspected Grade / No Earthwork Up Medium NH Till/Alluvium N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 5-10m No Mining risk C No drainage present Grade/No earthwork RETAINING STRUCTURE Conglomerate Low productive aquifer Triassic Rocks Llanishen (undifferentiated)- SWM2 175.0330 D N Not Inspected Grade / No Earthwork Down High NH Alluvium N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 10-15m No Mining risk B No drainage present Soil embankment RETAINING STRUCTURE Conglomerate Low productive aquifer Triassic Rocks Flooding at toe. Current culvert not at Llanishen (undifferentiated)- SWM2 175.0330 U A Average Risk Soil Embankment - SEHI Up Medium NH Alluvium N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 5-10m No Mining risk B Culvert Yes-poor condition 5.0 38 Grade/No earthwork low point and no draining toe area RETAINING STRUCTURE Conglomerate Low productive effectively. aquifer Lias Group- rocks SWM2 176.1650 D N Not Inspected Grade / No Earthwork Down Medium NH Mercia Mudstone Till N/A with essentially no N/A Residential N/A Medium Flood zone 1 Low risk No 5-10m No No mining risk B No drainage present Grade/No earthwork RETAINING STRUCTURE groundwater Lias Group- rocks SWM2 176.1650 U N Not Inspected Grade / No Earthwork Up Medium NH Mercia Mudstone Till N/A with essentially no N/A Agricultural N/A Medium Flood zone 1 Low risk No 10-15m No No mining risk C No drainage present Grade/No earthwork RETAINING STRUCTURE groundwater Triassic Rocks (undifferentiated)- SWM2 177.0000 D N Not Inspected Grade / No Earthwork Down Medium NH Mercia Mudstone Till N/A N/A Agricultural N/A Medium Flood zone 1 Low risk No 5-10m No No mining risk B No drainage present Grade/No earthwork RETAINING STRUCTURE Low productive aquifer Triassic Rocks (undifferentiated)- SWM2 177.0000 U N Not Inspected Grade / No Earthwork Up Medium NH Mercia Mudstone Till N/A N/A Agricultural N/A Medium Flood zone 1 Low risk No 10-15m No No mining risk C No drainage present Grade/No earthwork RETAINING STRUCTURE Low productive aquifer Triassic Rocks (undifferentiated)- SWM2 177.0440 D N Not Inspected Grade / No Earthwork Down Medium NH Mercia Mudstone Till N/A N/A Residential N/A Low Flood zone 2 Low risk No 5-10m No No mining risk B No drainage present Grade/No earthwork RETAINING STRUCTURE Low productive aquifer Triassic Rocks (undifferentiated)- SWM2 177.0440 U N Not Inspected Grade / No Earthwork Up Medium NH Mercia Mudstone Till N/A N/A Agricultural N/A High Flood zone 1 Low risk No 5-10m No No mining risk C No drainage present Grade/No earthwork RETAINING STRUCTURE Low productive aquifer Lower Devonian Llanishen SWM2 179.1210 U N Not Inspected Grade / No Earthwork High MP Alluvium None Rocks ST07NW190 0-25m Agricultural None Low Flood zone 2 Low risk No 5-10 No No mining risk B None N/A No drainage present N/A N/A Grade/No earthwork/Embankment RETAINING STRUCTURE Conglomerate Low prod Lower Devonian Llanishen SWM2 179.1320 U N Not Inspected Grade / No Earthwork High MP Alluvium None Rocks None N/A Agricultural None Low Flood zone 1 Low risk No 5-10 Yes No mining risk B None N/A No drainage present N/A N/A Grade/No earthwork/Embankment RETAINING STRUCTURE Conglomerate Low prod Lower Devonian Llanishen SWM2 179.1430 U N Not Inspected Grade / No Earthwork High MP Alluvium None Rocks None N/A Agricultural None Low Flood zone 1 Low risk No 5-10 No No mining risk C None N/A No drainage present N/A N/A Grade/No earthwork/Embankment RETAINING STRUCTURE Conglomerate Low prod Llanishen Triassuc Rocks SWM2 179.1540 U N Not Inspected Grade / No Earthwork High MP Alluvium None None N/A Agricultural None Low Flood zone 1 Low risk No 5-10 No No mining risk C None N/A No drainage present N/A N/A Grade/No earthwork/Embankment RETAINING STRUCTURE Conglomerate Low productivity Llanishen Triassuc Rocks SWM2 179.1650 U N Not Inspected Grade / No Earthwork High MP Alluvium None None N/A Agricultural None Low Flood zone 1 Low risk No 5-10 No No mining risk C None N/A Yes-poor condition N/A N/A Grade/No earthwork/Embankment RETAINING STRUCTURE Conglomerate Low productivity Llanishen Triassuc Rocks SWM2 180.0000 U N Low Risk Grade / No Earthwork High MP Glacial Till None ST08SE13 0-25m Agricultural None Low Flood zone 1 Low risk No 5-10 No No mining risk C None N/A Yes-poor condition N/A N/A Grade/No earthwork. Soil cutting RETAINING STRUCTURE Conglomerate Low productivity Brownstones Triassuc Rocks SWM2 180.0110 U B Low Risk Soil Cutting - SCHI High MP Formation Glacial Till None None N/A Agricultural None Low Flood zone 1 Low risk No 5-10 No No mining risk B None N/A Yes-poor condition 3 35 Soil cutting 3m soil cutting, low risk RETAINING STRUCTURE Low productivity Sandstone Brownstones Triassuc Rocks SWM2 180.0220 U N Not Inspected Grade / No Earthwork High MP Formation Alluvium None None N/A Agricultural None Low Flood zone 1 Low risk No 5-10 No Yes A None N/A Yes-poor condition N/A N/A Soil cutting RETAINING STRUCTURE Low productivity Sandstone Dinantian Rocks Located next to poorly drained oxbow Brownstones (undifferentiated)- pond. Previous track movement SWM2 180.0330 U C Average Risk Soil Embankment - SEHI n/a High NH Till N/A N/A Forest SSSI Medium Flood zone 3 Low risk No 5-10m No Mining risk B bowed trees No drainage present 5.0 40 Soil cutting RETAINING STRUCTURE Formation Moderately productive report. No monitoring now in aquifer progress. Minor scour. CwRT-YR-ALA Triassuc Rocks SWM2 180.0440 U A Average Risk Soil Embankment - SEHI High MP formation Alluvium None None N/A Agricultural None Low Flood zone 1 Low risk No 5-10 No Yes A Culvert N/A Yes-poor condition 3 38 Grade/No earthwork/Embankment Marshy ground at toe, blocked culvert RETAINING STRUCTURE Low productivity Sandstone CwRT-YR-ALA Triassuc Rocks SWM2 180.0550 U B Low Risk Soil Embankment - SEHI High MP formation Alluvium None None N/A Agricultural None Low Flood zone 2 Moderate risk No 5-10 No Yes B None N/A Yes-poor condition 4 37 Soil embankment wide cess RETAINING STRUCTURE Low productivity Sandstone Dinantian Rocks Quartz Mining risk and Soil Embankment - SEHI, (undifferentiated)- SWM2 180.0660 U C Average Risk n/a High NH Conglomerate Alluvium N/A ST08SW333 50-75m Forest SSSI Low Flood zone 3 Low risk No 10-15m Yes known mining C bowed trees No drainage present 3.0 35 Soil embankment Minor scour REGRADE Viaduct Moderately productive Group areas aquifer Llanishen Triassuc Rocks SWM2 180.0770 U A Average Risk Soil Embankment - SEHI High MP Alluvium None None N/A Agricultural None Low Flood zone 2 Moderate risk No 5-10 No Yes B None N/A Yes-poor condition 5 37 Grade/No earthwork Embankment with bridge and river RETAINING STRUCTURE Conglomerate Low productivity Llanishen Triassuc Rocks SWM2 180.0880 U N Not Inspected Grade / No Earthwork High MP Alluvium None ST08SW165 25-50m Agricultural None Low Flood zone 2 Moderate risk No 5-10 Yes Yes B None N/A Yes-poor condition N/A N/A Grade/No earthwork RETAINING STRUCTURE Conglomerate Low productivity Tongwynlais Dinantian Rocks Mining risk and Grade / No Earthwork, Soil Formation/Castell (undifferentiated)- SWM2 180.0990 U C Low Risk n/a High NH Till N/A N/A Residential N/A Medium Flood zone 2 Low risk No 10-15m No known mining C N/A No drainage present 4.0 40 Grade/No earthwork REGRADE Cutting - SCHI Coch Limestone Moderately productive areas Formation aquifer Tongwynlais Dinantian Rocks Mining risk and ROUTE1 SECTION Formation/Castell (undifferentiated)- Gabion wall, 1m high and Minor movement indicators and toe SWM2 180.1100 U C Average Risk Soil Cutting - SCHI Up Medium NH Till N/A N/A Residential N/A Medium Flood zone 2 Low risk No 15-20m No known mining C Hummocky No drainage present 7.0 45 Soil cutting REGRADE Coch Limestone Moderately productive 20m long wall remediation areas Formation aquifer Triassic Rocks Mining risk and Mercia Mudstone (undifferentiated)- Lined crest drain. Toe bulge and SWM2 182.1650 D D Average Risk Soil Cutting - SCHI Down Low NH N/A N/A N/A Agricultural N/A Low Flood zone 1 Low risk No 15-20m No known mining D slips/slumps Yes-good condition 5.0 40 Grade/No earthwork REGRADE (Marginal Facies) Moderately productive terrace. Occasional rock outcrops areas aquifer Flooding and washout at slope face Triassic Rocks Mining risk and drain. Cess drain blocked with Mercia Mudstone (undifferentiated)- SWM2 183.0000 D D Average Risk Soil Cutting - SCHI Down Low NH N/A N/A N/A Forest N/A Low Flood zone 1 Low risk No 10-15m No known mining C gabions bowed trees Yes-good condition 5.5 35 Grade/No earthwork overtopping. Rock infill repair at high REGRADE (Marginal Facies) Moderately productive areas mile end. Cess water logged in high aquifer mile area Triassic Rocks Mining risk and Mercia Mudstone (undifferentiated)- SWM2 183.0440 D D Average Risk Soil Cutting - SCHI Down Low NH N/A N/A N/A Agricultural N/A High Flood zone 1 Low risk No 10-15m No known mining D bowed trees Yes-poor condition 5.0 35 Grade/No earthwork Slope generally wet REGRADE (Marginal Facies) Moderately productive areas aquifer Triassic Rocks Mining risk and Mercia Mudstone (undifferentiated)- SWM2 183.0440 U N Not Inspected Grade / No Earthwork Up Low NH N/A N/A N/A Forest N/A Medium Flood zone 1 Low risk No 5-10m No known mining E No drainage present Soil cutting RETAINING STRUCTURE (Marginal Facies) Moderately productive areas aquifer Triassic Rocks Mining risk and Mercia Mudstone (undifferentiated)- Minor toe bulge and stepped crest. SWM2 183.0550 D D Average Risk Soil Cutting - SCHI Down Low NH N/A N/A N/A Agricultural N/A High Flood zone 1 Low risk No 10-15m No known mining E bowed trees No drainage present 4.0 50 Soil cutting REGRADE (Marginal Facies) Moderately productive Slope generally wet areas aquifer Triassic Rocks Mining risk and Mercia Mudstone (undifferentiated)- Toe bulge and terrace. Generally dry SWM2 183.0550 U C Average Risk Soil Cutting - SCHI Up Low NH Till N/A N/A Agricultural N/A High Flood zone 1 Low risk No 10-15m No known mining E slips/slumps Yes-poor condition 4.0 50 Soil cutting REGRADE (Marginal Facies) Moderately productive with crest drain blocked areas aquifer Pennine Lower Coal Measures Formation South Wales and South Wales Mining risk and Middle Coal Grade/No earthwork. Soil SWM2 184.0770 D N Not Inspected Grade / No Earthwork Down Medium NH Till N/A Lower Coal Measures SS98SE60 75-100m Residential N/A Medium Flood zone 1 Low risk No 10-15m No known mining B No drainage present RETAINING STRUCTURE Measures embankment Formations- areas Formation Moderately productive aquifer Pennine Lower Coal Measures Formation South Wales and South Wales Mining risk and Middle Coal SWM2 184.0880 D N Not Inspected Grade / No Earthwork Down Medium NH N/A N/A Lower Coal Measures N/A Residential N/A Low Flood zone 1 Low risk No 10-15m Yes known mining B No drainage present Soil embankment RETAINING STRUCTURE Measures Formations- areas Formation Moderately productive aquifer Pennine Lower Coal Measures Formation Lively toe stream with minor 0.5m South Wales and South Wales Mining risk and high scour channel 3m from toe. Middle Coal SWM2 184.0880 U A Average Risk Soil Embankment - SEHI Up Medium NH N/A N/A Lower Coal Measures N/A Forest N/A Medium Flood zone 2 Low risk No 10-15m Yes known mining C Culvert. Retaining wall Yes-good condition 5.0 36 Grade/No earthwork Functional culvert with no saftey RETAINING STRUCTURE Measures Formations- areas handrail. Concrete block retaining Formation Moderately productive wall at crest. aquifer ROUTE1 SECTION
Pennine Lower Coal Measures Formation South Wales and South Wales Mining risk and Middle Coal SWM2 184.0990 D N Not Inspected Grade / No Earthwork Down Low NH N/A N/A Lower Coal Measures N/A Residential N/A Low Flood zone 1 Low risk No 5-10m Yes known mining B No drainage present Soil embankment RETAINING STRUCTURE Measures Formations- areas Formation Moderately productive aquifer Alluvium - Mercia Mudstone Triassic Rocks - Mining risk and Scour presence within 2 m of Clay, Silt, SWM2 189.1650 D N Not Inspected Grade / No Earthwork Down Low NH Group - N/A Moderately productive ST17NW59 25-50m Agricultural None Low Flood Zone 3 Low No 5-10 yes known mining E Culvert N/A No drainage 2 35 Grade/No Earthwork embankment toe RETAINING STRUCTURE sand and Conglomerate aquifer areas Apparent mine shaft below track Gravel Porthkerry Lias Group. Formation - Essentially No Mining risk and No significant features observed SWM2 190.0000 D N Not Inspected Grade / No Earthwork Down Low NH Limestone with N/A N/A groundwater (only N/A N/A Residential None Low Flood Zone 1 Low No 5-10 no known mining B Culvert N/A Yes - Good condition N/A N/A Grade/No Earthwork RETAINING STRUCTURE Apparent mine shaft below track interbedded local aquifers with low areas mudstone. yield. Lias Group. Blue Lias Essentially No Grade / No Earthwork, Soil SWM2 190.0110 D B Low Risk Down Medium MP Formation - None None groundwater (only None N/A Residential None Low Flood zone 1 Low risk No 5-10 No Yes B None N/A No drainage present 2.5 35 Grade/No earthwork/Embankment RETAINING STRUCTURE Cutting - SCHI Limestone local aquifers with low yield. Lias Group. Blue Lias Essentially No SWM2 190.0220 D A Low Risk Soil Cutting - SCHI Down Medium MP Formation - None None groundwater (only None N/A Residential None Low Flood zone 1 Low risk No 5-10 No Yes B None N/A No drainage present 1.5 35 Grade/No earthwork/Embankment REGRADE Limestone local aquifers with low yield. Porthkerry Lias Group. Formation - Essentially No Soil Cutting - SCHI, Rock Soil cutting above rock cutting. Soil SWM2 190.0330 D B Average Risk Down High MP Limestone with None None groundwater (only None N/A Residential None Low Flood zone 1 Low risk No 10-15 No Yes B None slips/slumps No drainage present 2.5 50 Rock cutting REGRADE Cutting - RSHI slumping off cutting. Ravelling only. interbedded local aquifers with low mudstone. yield. Lias Group. Blue Lias Essentially No SWM2 190.0440 D B Average Risk Soil Cutting - SCHI Down High MP Formation - None None groundwater (only None N/A Residential None Low Flood zone 1 Low risk No >30 No Yes B None N/A No drainage present 3 50 Soil cutting Wide cess, low risk. REGRADE Limestone local aquifers with low yield. Lias Group. Essentially No Lower Lias - Shelly SWM2 190.0550 D N Not Inspected Grade / No Earthwork Down High MP None None groundwater (only None N/A Residential None Low Flood zone 1 Low risk No >30 No Yes B None N/A Yes-poor condition N/A N/A Rock cutting/Soil cutting No comments RETAINING STRUCTURE limestone local aquifers with low yield. Lias Group. Essentially No Lower Lias - Shelly SWM2 190.0660 D N Not Inspected Grade / No Earthwork Down High MP None None groundwater (only None N/A Residential None Low Flood zone 1 Low risk No 25-30 No Yes B None N/A No drainage present N/A N/A Soil cutting no asset but siding on downside RETAINING STRUCTURE limestone local aquifers with low yield. Lias Group. Essentially No Lower Lias - Shelly SWM2 190.0770 D N Not Inspected Grade / No Earthwork Down High MP None None groundwater (only None N/A Residential None Low Flood zone 1 Low risk No 25-30 No Yes B None N/A No drainage present N/A N/A Soil cutting no asset but siding on downside RETAINING STRUCTURE limestone local aquifers with low yield. Porthkerry Lias Group. Formation - Essentially No SWM2 190.0880 D N Not Inspected Grade / No Earthwork Down High MP Limestone with None None groundwater (only None N/A Residential None Low Flood zone 1 Low risk No >30 No Yes E None N/A Yes-good condition N/A N/A Grade/No earthwork Bridgend station RETAINING STRUCTURE interbedded local aquifers with low mudstone. yield. Porthkerry Lias Group. Formation - Essentially No SWM2 190.0990 D N Not Inspected Grade / No Earthwork Down High MP Limestone with None None groundwater (only None N/A Residential None Low Flood zone 1 Low risk No >30 No Yes E None N/A Yes-good condition N/A N/A Grade/No earthwork Bridgend station RETAINING STRUCTURE interbedded local aquifers with low mudstone. yield. St Marys Well Bay Alluvium - Formation - Triassic Rocks. Minor slumping of top soil and old Grade / No Earthwork, Soil Clay, Silt, SWM2 192.0220 U C Average Risk n/a Medium MP Limestone with None Low Productive None N/A Agricultural None Low Flood zone 1 Low risk No 10-15 No No B None N/A No drainage present 4.5 38 Grade/No earthwork ballast. Old ballast place of REGRADE Embankment - SEHI sand and interbedded aquifer embankment toe. Gravel mudstone. St Marys Well Bay Alluvium - Formation - Triassic Rocks. Clay, Silt, SWM2 192.0330 U B Average Risk Soil Embankment - SEHI Medium MP Limestone with None Low Productive None N/A Agricultural None Low Flood zone 1 Low risk No 10-15 No No C None bowed trees Yes-poor condition 4.5 38 Grade/No earthwork/Embankment Creep in topsoil. RETAINING STRUCTURE sand and interbedded aquifer Gravel mudstone. Penarth Group - Alluvium - Triassic Rocks. Sandstones with Clay, Silt, Stream at slope toe, past SWM2 192.0440 U C Average Risk Soil Embankment - SEHI n/a Medium MP None Low Productive None N/A Agricultural None Low Flood zone 1 Low risk No 5-10 Yes No B None N/A No drainage present 3.0 38 Rock cutting/Soil cutting RETAINING STRUCTURE interbedded sand and embankment. aquifer mudstones. Gravel Penarth Group - Alluvium - Triassic Rocks. Grade / No Earthwork, Soil Sandstones with Clay, Silt, SWM2 192.0550 U A Low Risk Medium MP None Low Productive None N/A Agricultural None Low Flood zone 1 Low risk No 10-15 No No A None N/A No drainage present 2.5 36 Rock cutting cutting washout identified RETAINING STRUCTURE Cutting - SCHI interbedded sand and aquifer mudstones. Gravel Penarth Group - Alluvium - Triassic Rocks. Sandstones with Clay, Silt, SWM2 192.0660 U B Average Risk Soil Embankment - SEHI Medium MP None Low Productive None N/A Agricultural None Low Flood zone 1 Low risk No 10-15 No No A None N/A No drainage present 4 36 Soil embankment Wide cess, no issues RETAINING STRUCTURE interbedded sand and aquifer mudstones. Gravel Penarth Group - Alluvium - Triassic Rocks. Sandstones with Clay, Silt, Small area of ponding in blocked SWM2 192.0770 U C Low Risk Soil Cutting - SCHI n/a Medium MP None Low Productive None N/A Agricultural None High Flood zone 2 Low risk No 10-15 No No B None N/A Yes-poor condition 1.5 38 Soil embankment REGRADE interbedded sand and cess drain recorded. aquifer mudstones. Gravel Penarth Group - Alluvium - Triassic Rocks. Soil Cutting - SCHI, Rock Sandstones with Clay, Silt, Small area of ponding in blocked SWM2 192.0880 U D Low Risk n/a Medium MP None Low Productive None N/A Agricultural None Medium Flood zone 1 Low risk No 10-15 No No B None N/A Yes-poor condition 4.0 35 Soil cutting/Soil embankment REGRADE Cutting - RSHI interbedded sand and cess drain recorded. aquifer mudstones. Gravel Penarth Group - Alluvium - Topsoil creeping over rock head. Triassic Rocks. Sandstones with Clay, Silt, Culverted stream passes beneath SWM2 192.0990 U D Low Risk Soil Cutting - SCHI n/a low MP None Low Productive None N/A Forest None Low Flood zone 1 Low risk No 10-15 Yes No B Culvert bowed trees Yes-poor condition 3.0 40 Rock cutting/Soil cutting REGRADE interbedded sand and track at mid section. Crest drainage aquifer mudstones. Gravel infilled and blocked. Penarth Group - Alluvium - Triassic Rocks. Soil creep of topsoil above rock head. Soil Cutting - SCHI, Rock Sandstones with Clay, Silt, SWM2 192.1100 U C Low Risk n/a low MP None Low Productive None N/A Agricultural None Medium Flood zone 1 Low risk No 10-15 No No B None N/A No drainage present 3.0 38 Soil cutting Minor ravelling in rock cutting. Wide REGRADE Cutting - RSHI interbedded sand and aquifer Cess, low risk to track. ROUTE2 SECTION mudstones. Gravel Penarth Group - Alluvium - Triassic Rocks. Sandstones with Clay, Silt, SWM2 192.1210 U N Not Inspected Grade / No Earthwork high MP None Low Productive None N/A Agricultural None Medium Flood zone 1 Low risk No 10-15 No No A None N/A No drainage present N/A N/A Grade/No earthwork/Embankment small cutting, max 2m RETAINING STRUCTURE interbedded sand and aquifer mudstones. Gravel Penarth Group - Alluvium - Triassic Rocks. Grade / No Earthwork, Soil Sandstones with Clay, Silt, SWM2 192.1320 U A Low Risk high MP None Low Productive None N/A Agricultural None Medium Flood zone 1 Low risk No 10-15 No No A None N/A No drainage present 2.5 35 Soil embankment Farm underpass. Low angle, low risk RETAINING STRUCTURE Embankment - SEHI interbedded sand and aquifer mudstones. Gravel Penarth Group - Road running along crest. Ballast Triassic Rocks. Sandstones with spread along slope. Small Cess. SWM2 193.0330 U N Not Inspected Grade / No Earthwork Up High MP None None Low Productive None N/A Highways None Medium Flood zone 3 Low risk No 20-25 Yes No B Culvert N/A Yes-poor condition N/A N/A Grade/No earthwork RETAINING STRUCTURE interbedded Drainage recorded as partially aquifer mudstones. blocked. Penarth Group - Triassic Rocks. Sandstones with SWM2 193.0440 U N Not Inspected Grade / No Earthwork High MP None None Low Productive None N/A Highways None Medium Flood zone 3 Low risk No 10-15 No No A Overbridge Yes-poor condition N/A N/A Grade/No earthwork Low bank eitherside of bridge RETAINING STRUCTURE interbedded aquifer mudstones. Penarth Group - Triassic Rocks. Sandstones with SWM2 193.0550 U N Not Inspected Grade / No Earthwork High MP None None Low Productive None N/A Residential None Medium Flood zone 3 Low risk No 10-15 No No A None No drainage present N/A N/A Grade/No earthwork RETAINING STRUCTURE interbedded aquifer mudstones. Middle coal South Wales Upper measure. 4m high bank with retaining wall at Tidal flat Coal SWM2 201.1540 U B Average Risk Soil Embankment - SEHI Up Low MP Coal bearing None SS78NE104 75-100m Residential none Medium Flood zone 3 Low risk None 10-15 No Yes E None N/A No drainage present 5 40 Grade/No earthwork toe. E chops from retaining wall REGRADE deposits Moderately productive mudstones with (ignore) aquifer minor sandstones Middle coal South Wales Upper measure. Tidal flat Coal SWM2 201.1650 U B Low Risk Soil Embankment - SEHI Up Low MP Coal bearing None none N/A Residential none Medium Flood zone 3 Low risk None 10-15 No Yes E None slips/slumps No drainage present 3 36 Grade/No earthwork minor slumping but low risk. REGRADE deposits Moderately productive mudstones with aquifer minor sandstones South Wales Upper Llynfi beds. Tidal flat Coal Low soil cutting with M4 emabnkemnt SWM2 203.0770 U B Low Risk Soil Cutting - SCHI Up Medium MP Sandstone with none SS79SE275 0-25m Highways None Medium Flood zone 3 Medium risk None 5-10 No Yes B siding N/A Yes-good condition 5.5 40 Grade/No earthwork RETAINING STRUCTURE deposits Moderately productive above. interbed mudstone. aquifer South Wales Upper Llynfi beds. Tidal flat Coal Low soil cutting with M4 emabnkemnt SWM2 203.0880 U A Low Risk Soil Cutting - SCHI Up Medium MP Sandstone with Fault SS79SE240 0-25m Highways None Medium Flood zone 3 Medium risk None 5-10 No Yes B retaining wall N/A Yes-good condition 3 30 Grade/No earthwork RETAINING STRUCTURE deposits Moderately productive above. interbed mudstone. aquifer Tidal Flat South Wales Upper Mining risk and Hughes Member - Deposits - Coal SWM2 207.0000 D N Not Inspected Grade / No Earthwork Down High PS N/A None N/A Agricultural None Low Flood Zone 3 Low risk No >30 No known mining B None N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Clay, Silt and Moderately productive areas Sand aquifer Tidal Flat South Wales Upper Mining risk and Hughes Member - Deposits - Coal SWM2 207.0110 D N Not Inspected Grade / No Earthwork Down High PS N/A SS79NW298 0-25m Agricultural None Low Flood Zone 3 Low risk No >30 No known mining B None N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Clay, Silt and Moderately productive areas Sand aquifer Tidal Flat South Wales Upper Mining risk and Hughes Member - Deposits - Coal SWM2 207.0220 D N Not Inspected Grade / No Earthwork Down High PS N/A None N/A Forrest None Low Flood Zone 3 Low risk No >30 No known mining B None N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Clay, Silt and Moderately productive areas Sand aquifer Tidal Flat South Wales Upper Mining risk and Hughes Member - Deposits - Coal SWM2 207.0330 D N Not Inspected Grade / No Earthwork Down High PS N/A None N/A Forrest None Low Flood Zone 3 Low risk No 15-20 No known mining B None N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Clay, Silt and Moderately productive areas Sand aquifer Tidal Flat South Wales Upper Coal seam, Mining risk and ROUTE3 SECTION Hughes Member - Deposits - Coal SWM2 207.0440 D N Not Inspected Grade / No Earthwork Down High PS inferred SS79NW299 0-25m Industrial None Low Flood Zone 3 Low risk No 10-15 No known mining B None N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Clay, Silt and Moderately productive (mountain) areas Sand aquifer Tidal Flat South Wales Upper Mining risk and Hughes Member - Deposits - Coal SWM2 207.0550 D N Not Inspected Grade / No Earthwork Down High PS N/A None N/A Industrial None Low Flood Zone 3 Low risk No 10-15 No known mining D None N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Clay, Silt and Moderately productive areas Sand aquifer Tidal Flat South Wales Upper Mining risk and Hughes Member - Deposits - Coal SWM2 207.0660 D N Not Inspected Grade / No Earthwork Down Low PS N/A None N/A Industrial None Low Flood Zone 3 Low risk No 10-15 No known mining D None N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Clay, Silt and Moderately productive areas Sand aquifer Tidal Flat South Wales Upper Mining risk and Hughes Member - Deposits - Coal SWM2 207.0770 D N Not Inspected Grade / No Earthwork Down Medium PS N/A None N/A Industrial None High Flood Zone 3 Low risk No 15-20 No known mining D Culvert N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Clay, Silt and Moderately productive areas Sand aquifer ROUTE3 SECTION
Tidal Flat South Wales Upper Mining risk and Hughes Member - Deposits - Coal SWM2 207.0880 D N Not Inspected Grade / No Earthwork Down High PS N/A None N/A Industrial None High Flood Zone 3 Low risk No 0-5 No known mining B Culvert N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Clay, Silt and Moderately productive areas Sand aquifer South Wales Upper Grade/No Earthwork Soil Mining risk and Grade / No Earthwork, Rock Swansea Member - Coal Embankment - SEHI SWM2 209.0550 U A Low Risk Up High PS None N/A None N/A Residential None Low Flood Zone 1 Low risk No 10-15 No known mining E None N/A No drainage 5 70 Rock cutting dipping away from track REGRADE Cutting - RSHI, Viaduct Sandstone Moderately productive Rock Cutting - RSHI areas aquifer Viaduct Tidal Flat South Wales Upper Mining risk and Swansea Member - Deposits - Coal Grade / No Earthwork, Soil SWM2 209.0660 U N Not Inspected Grade / No Earthwork, Viaduct Up High PS Normal Fault SS79NW232 25-50m Residential None High Flood zone 3 Low risk No 0-5 Yes known mining E Underline Bridge N/A No drainage N/A N/A No significant features observed. RETAINING STRUCTURE Sandstone Clay, Silt and Moderately productive Embankment - SEHI areas Sand aquifer South Wales Upper Mining risk and Grade / No Earthwork, Soil Swansea Member - Coal SWM2 209.0770 U A Not Inspected Up Low PS None N/A None N/A Residential None Low Flood Zone 1 Low risk No 10-15 No known mining C None Bowed trees No drainage 3 30 Grade / No Earthwork No significant features observed. REGRADE Cutting - SCHI Sandstone Moderately productive areas aquifer South Wales Upper Swansea Member - Mining risk and Soil Cutting - SCHI, Rock Coal Slips&slumps Rock cutting with depression SWM2 209.0880 U C Average Risk n/a Low PS Mudstone, Siltstone N/A N/A None N/A Residential None Low Flood Zone 1 Low risk No 10-15 No known mining E None No drainage 3 50 Rock Cutting - RSHI REGRADE Cutting - RSHI Moderately productive Bowed trees features; Translational failure. and Sandstone areas aquifer South Wales Upper Swansea Member - Mining risk and Soil Cutting - SCHI, Rock Coal Soil Cutting - SCHI, Rock Cutting - SWM2 209.0990 U C Average Risk n/a high PS Mudstone, Siltstone N/A N/A None N/A Residential None Low Flood Zone 1 Low risk No 15-20 No known mining E None slips&slumps No drainage 3 50 Local slumping at slope face REGRADE Cutting - RSHI Moderately productive RSHI and Sandstone areas aquifer South Wales Upper Hughes Member Coal SWM2 209.1100 U B Average Risk Rock Cutting - RSHI high MP none None none N/A Residential None Low Flood zone 1 Medium risk None 10-15 No Yes E None slips/slumps No drainage present 11 80 Rock cutting Debris in cess. Well set back RETAINING STRUCTURE M+S+sandstone Moderately productive aquifer Grade / No Earthwork, Soil South Wales Upper Embankment - SEHI, Soil Hughes Member Coal Japanese knotweed. Rock cutting by SWM2 209.1210 U B Low Risk high MP Glacial Till None none N/A Residential None Medium Flood zone 1 Medium risk None 10-15 No Yes E None N/A Yes-poor condition 3 60 Soil cutting/Soil embankment RETAINING STRUCTURE Cutting - SCHI, Rock Cutting - M+S+sandstone Moderately productive bridge RSHI aquifer South Wales Upper Hughes Member Coal Japanese knotweed. Crest low SWM2 209.1320 U A Low Risk Soil Embankment - SEHI high MP Glacial Till None none N/A Residential None Medium Flood zone 1 Medium risk None 10-15 No Yes E None N/A Yes-poor condition 3.4 35 Soil embankment RETAINING STRUCTURE M+S+sandstone Moderately productive mileage aquifer South Wales Upper Hughes Member Coal SWM2 209.1430 U A Low Risk Soil Embankment - SEHI high MP Glacial Till None none N/A Residential None Low Flood zone 1 Medium risk None 10-15 No Yes E None N/A Yes-poor condition 6 38 Soil embankment Uneven profile, wide cess RETAINING STRUCTURE M+S+sandstone Moderately productive aquifer South Wales Upper Soil Embankment - SEHI, Hughes Member Coal SWM2 209.1540 U A Low Risk high MP Glacial Till None none N/A Residential None Low Flood zone 1 Medium risk None 10-15 No Yes E None N/A Yes-good condition 7 38 Soil embankment RETAINING STRUCTURE Viaduct M+S+sandstone Moderately productive aquifer South Wales Upper Hughes Member Coal SWM2 209.1650 U N Not Inspected Grade / No Earthwork high MP Glacial Till None none N/A Residential None Low Flood zone 1 Medium risk None 10-15 No Yes E None N/A Yes-poor condition N/A N/A Grade/No earthwork RETAINING STRUCTURE M+S+sandstone Moderately productive aquifer South Wales Upper Grade / No Earthwork, Soil Hughes Member Coal Bent tree but no other indicators. SWM2 210.0000 U B Low Risk high MP Glacial Till None none N/A Residential None Low Flood zone 1 Medium risk None 10-15 No Yes D None bowed trees No drainage present 4 35 Grade/No earthwork/Embankment RETAINING STRUCTURE Embankment - SEHI M+S+sandstone Moderately productive Wide cess aquifer South Wales Upper Hughes Member Coal SWM2 210.0110 U B Low Risk Soil Embankment - SEHI high MP Glacial Till None none N/A Residential None Low Flood zone 1 Medium risk None 10-15 No Yes E None N/A Yes-poor condition 4 40 Soil embankment wide cess, low risk RETAINING STRUCTURE M+S+sandstone Moderately productive aquifer South Wales Upper Hughes Member Coal SWM2 210.0220 U B Low Risk Soil Embankment - SEHI medium MP Glacial Till None none N/A Residential None Low Flood zone 1 Medium risk None 10-15 No Yes E None N/A Yes-poor condition 3 35 Soil embankment wide cess, low risk RETAINING STRUCTURE M+S+sandstone Moderately productive aquifer South Wales Upper Hughes Member Coal SWM2 210.0330 U N Not Inspected Grade / No Earthwork medium MP Glacial Till None none N/A Residential None Low Flood zone 1 Medium risk None 10-15 No Yes E None N/A Yes-poor condition N/A N/A Grade/No earthwork. Soil cutting Japanese knotweed RETAINING STRUCTURE M+S+sandstone Moderately productive aquifer South Wales Upper Hughes Member Coal SWM2 210.0440 U B Low Risk Soil Cutting - SCHI medium MP Glacial Till None none N/A Residential None Low Flood zone 1 Medium risk None 10-15 No Yes E None N/A Yes-poor condition 4.5 30 Grade/No earthwork. Soil cutting wide cess, low risk RETAINING STRUCTURE M+S+sandstone Moderately productive aquifer South Wales Upper Hughes Member - Till, Mining risk and Minor soil creep movement towards Coal SWM2 210.0550 U C Average Risk Soil Cutting - SCHI n/a High PS Mudstone, Siltstone Devensian - N/A None N/A Residential None High Flood Zone 1 Low risk No 15-20 No known mining E Retaining Wall Slips&Slumps Yes-Good Condition 6.5 35 Soil Cutting - RSHI high mileage; Japanese knotweed REGRADE Moderately productive and Sandstone Diamicton areas present aquifer South Wales Upper Till, Coal Seam, Mining risk and Hughes Member - Coal Artificial Ditch-Good SWM2 211.0220 U N Not Inspected Grade / No Earthwork Up High PS Devensian - Infered - SS79NW144 0-25m Industrial None High Flood zone 1 Low risk No 0-5 No known mining E Tunnel N/A N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Moderately productive condition Diamicton Maesmelyn areas aquifer South Wales Upper Till, Coal Seam, Mining risk and Hughes Member - Coal Artificial Ditch-Good Tunnel, then high retaining wall at SWM2 211.0330 U A Low Risk Soil Cutting - SCHI, Tunnel Up High PS Devensian - Infered - SS79NW142 0-25m Highways None No risk Flood zone 1 Low Risk No 0-5 No known mining C Tunnel Bowed trees 6.0 30 Grade / No Earthwork RETAINING STRUCTURE Sandstone Moderately productive condition low mileage Diamicton Maesmelyn areas aquifer South Wales Upper Till, Coal Seam, Mining risk and Hughes Member - Coal SWM2 211.0440 D N Not Inspected Grade / No Earthwork Down High VL Devensian - Infered - SS79NW162 25-50m Forrest None High Flood zone 1 Low Risk No 5-10 No known mining E None N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Moderately productive Diamicton Maesmelyn areas aquifer South Wales Upper Till, Coal Seam, Mining risk and Hughes Member - Coal SWM2 211.0440 U N Not Inspected Grade / No Earthwork Up High PS Devensian - Infered - SS79NW162 25-50m Highways None Low Flood zone 1 Low Risk No 15-20 No known mining D None N/A No drainage N/A N/A Grade / No Earthwork No significant features observed. RETAINING STRUCTURE Sandstone Moderately productive Diamicton Maesmelyn areas aquifer South Wales Upper Till, Coal Seam, Mining risk and Hughes Member - Coal Marginal soil embankment; Very wide SWM2 211.0550 D B Low Risk Soil Embankment - SEHI Down High VL Devensian - Infered - None N/A Forrest None No risk Flood zone 1 Low Risk No 15-20 No known mining E None Bowed trees No drainage 4.0 30 Soil Embankment - SEHI REGRADE Sandstone Moderately productive cess Diamicton Maesmelyn areas aquifer South Wales Upper Till, Coal Seam, Mining risk and Groundwater issues at toe. Hughes Member - Coal SWM2 211.0550 U A Low Risk Soil Embankment - SEHI Up High VL Devensian - Infered - None N/A Highways None Low Flood zone 1 Low Risk No 20-25 No known mining D None N/A Yes-poor condition 6.0 37 Soil Embankment - SEHI Embankment facing slope with small REGRADE Sandstone Moderately productive Diamicton Maesmelyn areas run off trickle at toe aquifer South Wales Upper Till, Coal Seam, Mining risk and Hughes Member - Coal Groundwater issues at toe; Local SWM2 211.0660 D B Average Risk Soil Embankment - SEHI Down High VL Devensian - Infered - SS79NW62 25-50m Highways None No risk Flood zone 1 Low Risk No 15-20 No known mining E Culvert Slips/Slumps Yes-poor condition 6.0 38 Soil Embankment - SEHI REGRADE Sandstone Moderately productive Slumping Diamicton Maesmelyn areas aquifer South Wales Upper Till, Coal Seam, Mining risk and Japanese knotweed; Minor scour Hughes Member - Coal SWM2 211.0660 U A Average Risk Soil Embankment - SEHI Up High VL Devensian - Infered - SS79NW63 25-50m Highways None No risk Flood zone 1 Low Risk No 20-25 No known mining D Culvert Bowed trees Yes-good condition 6.0 36 Soil Embankment - SEHI present from stream at toe; Oil REGRADE Sandstone Moderately productive Diamicton Maesmelyn areas seepage from motorway aquifer South Wales Upper Hughes Member - Till, Coal Seam, Mining risk and Coal Grade / No Earthwork, Soil SWM2 211.0770 D N Not Inspected Grade / No Earthwork Down High VL Mudstone, Siltstone Devensian - Infered - SS79NW62 0-25m Highways None No risk Flood zone 1 High risk No 5-10 No known mining E None N/A No drainage N/A N/A No significant features observed. RETAINING STRUCTURE Moderately productive Embankment - SEHI and Sandstone Diamicton Maesmelyn areas aquifer South Wales Upper Hughes Member - Till, Coal Seam, Mining risk and Grade / No Earthwork, Soil Coal SWM2 211.0770 U B Low Risk Up High VL Mudstone, Siltstone Devensian - Infered - SS79NW62 0-25m Highways None No risk Flood zone 1 High risk No 15-20 No known mining D None N/A No drainage 5.0 35 Grade / No Earthwork Japanese knoweed patchy REGRADE Embankment - SEHI Moderately productive and Sandstone Diamicton Maesmelyn areas aquifer South Wales Upper Hughes Member - Till, Mining risk and Coal Grade / No Earthwork, Soil Cutting - SWM2 211.0880 D N Not Inspected Grade / No Earthwork Down High VL Mudstone, Siltstone Devensian - N/A None N/A Highways None Medium Flood zone 1 High risk No 10-15 No known mining E None N/A Yes-good condition N/A N/A No significant features observed. RETAINING STRUCTURE Moderately productive SCHI and Sandstone Diamicton areas aquifer South Wales Upper Cutting cess drainage-good Hughes Member - Till, Mining risk and
ROUTE4 SECTION Grade / No Earthwork, Soil Coal condition; Cutting crest drainage - SWM2 211.0880 U C Low Risk Up High PS Mudstone, Siltstone Devensian - N/A None N/A Highways None Medium Flood zone 1 High risk No 10-15 No known mining C None N/A Yes-poor condition 4.0 35 Grade / No Earthwork REGRADE Cutting - SCHI Moderately productive partially blocked; Japanes knotweed and Sandstone Diamicton areas aquifer present on lower slope Coal Seem, South Wales Upper Hughes Member - Till, Mining risk and Infered - Coal SWM2 211.0990 D B Low Risk Soil Cutting - SCHI Down High VL Mudstone, Siltstone Devensian - None N/A Highways None High Flood zone 1 High risk No 10-15 No known mining E Overlain Bridge N/A No drainage 5.0 35 Soil Cutting - SCHI Japanes knotweed patchy REGRADE Swansea Two Moderately productive and Sandstone Diamicton areas Feet aquifer Coal Seem, South Wales Upper Hughes Member - Till, Mining risk and Cutting crest drainage is blocked; Infered - Coal SWM2 211.0990 U C Average Risk Soil Cutting - SCHI Up High PS Mudstone, Siltstone Devensian - None N/A Highways None High Flood zone 1 High risk No 10-15 No known mining D Overlain Bridge Slips/Slumps Yes-poor condition 6.0 30 Soil Cutting - SCHI Localised slumping/soil creep REGRADE Swansea Two Moderately productive and Sandstone Diamicton areas features; Japanese knotweed present Feet aquifer Grovensend South Wales Upper Till, Mining risk and Formation - Coal SS79NW54 SWM2 211.1100 D A Low Risk Soil Cutting - SCHI Down Low VL Devensian - Normal Fault 0-25m Highways None Low Flood zone 1 High risk No 25-30 No known mining C None N/A No drainage 5.0 34 Soil Cutting - SCHI No significant features observed. REGRADE Mudstone, Siltsone Moderately productive SS79NW52 Diamicton areas and Sandstone aquifer Grovensend South Wales Upper Till, Mining risk and Cutting crest drainage is blocked; Formation - Coal SS79NW54 SWM2 211.1100 U C Average Risk Soil Cutting - SCHI Up High PS Devensian - Fault 0-25m Highways None Low Flood zone 1 High risk No 15-20 No known mining D None Slips/Slumps Yes-poor condition 5.0 35 Soil Cutting - SCHI Historic slump forming a stepped REGRADE Mudstone, Siltsone Moderately productive SS79NW53 Diamicton areas crest; Japanese knotweed present and Sandstone aquifer Grovensend South Wales Upper Till, Mining risk and Formation - Coal SWM2 211.1210 D N Low Risk Grade / No Earthwork Down Low VL Devensian - N/A SS79NW52 0-25m Agricultural None Low Flood zone 1 High risk No 25-30 No known mining C None N/A No drainage N/A N/A Soil Cutting - SCHI No significant features observed. RETAINING STRUCTURE Mudstone, Siltsone Moderately productive Diamicton areas and Sandstone aquifer Grovensend South Wales Upper Drainage is blocked; Localised Till, Mining risk and Formation - Coal Overlain Bridge slumping/soil creep features SWM2 211.1210 U C Average Risk Soil Cutting - SCHI Up High PS Devensian - N/A SS79NW53 0-25m Highways None Low Flood zone 1 High risk No 15-20 No known mining C Slips/Slumps Yes-poor condition 6.0 35 Grade / No Earthwork REGRADE Mudstone, Siltsone Moderately productive Retaining wall throughout section; Japanese Diamicton areas and Sandstone aquifer knotweed present Grovensend South Wales Upper Till, Mining risk and Formation - Coal Slips/Slumps Marshy area on slope; 7m long SWM2 211.1320 D C Average Risk Soil Cutting - SCHI Down High PS Devensian - N/A None N/A Agricultural None No risk Flood zone 1 High risk No >30 No known mining C Overlain Bridge No drainage 11.0 45 Soil Cutting - SCHI REGRADE Mudstone, Siltsone Moderately productive Bowed trees translational failure Diamicton areas and Sandstone aquifer Grovensend South Wales Upper Till, Mining risk and Formation - Coal Retaining wall SWM2 211.1430 D A Average Risk Soil Cutting - SCHI Down High VL Devensian - N/A SS79NW44 25-50m Agricultural None No risk Flood zone 1 High risk No 25-30 No known mining C N/A No drainage 6.0 32 Soil Cutting - SCHI Ocassional rabbit burrow holes REGRADE Mudstone, Siltsone Moderately productive Overlain Bridge Diamicton areas and Sandstone aquifer Grovensend South Wales Upper Till, Mining risk and Grade / No Earthwork, Soil Formation - Coal Ocassional rabbit burrow holes. SWM2 211.1540 D A Low Risk Down High VL Devensian - N/A None N/A Agricultural None High Flood zone 1 High risk No >30 No known mining C Reaining wall N/A No drainage 7.0 40 Soil Cutting - SCHI REGRADE Cutting - SCHI Mudstone, Siltsone Moderately productive Earthwork could be grade in places Diamicton areas and Sandstone aquifer Grovensend South Wales Upper Till, Mining risk and Formation - Coal Soil Cutting - SCHI SWM2 211.1650 D A Low Risk Soil Cutting - SCHI Down High VL Devensian - N/A None N/A Agricultural None High Flood zone 1 High risk No >30 No known mining C Reaining wall N/A No drainage 7.0 40 Benched slope, Narrow cess REGRADE Mudstone, Siltsone Moderately productive Soil Natural Slope Diamicton areas and Sandstone aquifer Grovensend South Wales Upper Till, Mining risk and Formation - Coal Old historic slump at slope face; SWM2 212.0000 D B Low Risk Soil Cutting - SCHI Down High VL Devensian - N/A None N/A Agricultural None High Flood zone 1 High risk No >30 No known mining C Reaining wall Slips/Slumps Yes-poor condition 6.0 38 Soil Cutting - SCHI REGRADE Mudstone, Siltsone Moderately productive Japanese knotweed present. Diamicton areas and Sandstone aquifer Grovensend South Wales Upper Till, Mining risk and Moderate to low soil cutting. Access Formation - Coal AA69NE121 Face Functioning SWM2 212.0110 D C Low Risk Soil Cutting - SCHI Down High VL Devensian - Fault 0-25m Agricultural None High Flood zone 1 High risk No >30 No known mining C None N/A 5.0 30 Grade/No earthwork ramp zig zags down the slope. No REGRADE Mudstone, Siltsone Moderately productive SS69NE122 Drainage Diamicton areas significant features observed. and Sandstone aquifer ROUTE4 SECTION
South Wales Upper Swansea Member - Till, Mining risk and Cess drain recently maintained - one Coal SWM2 212.0330 D C Low Risk Soil Cutting - SCHI n/a High VL Mudstone, Siltstone Devensian - N/A N/A N/A Residential None High Flood zone 1 High risk No 15-20 No known mining C None N/A Yes-good condition 4.0 30 Soil cutting catch pit left open; Some of material REGRADE Moderately productive and Sandstone Diamicton areas placed on toe. aquifer South Wales Upper Till, Mining risk and Grade / No Earthwork, Soil Swansea Member - Coal Possible terracing midslope towards SWM2 212.0440 D C Low Risk n/a High VL Devensian - Fault N/A N/A Residential None High Flood zone 1 High risk No 10-15 No known mining C None slips/slumps Yes-good condition 3.0 35 Grade/No earthwork REGRADE Cutting - SCHI Sandstone Moderately productive high point. Bedrock boundary. Diamicton areas aquifer South Wales Upper Pennant group Coal SWM2 212.0550 D N Not Inspected Grade / No Earthwork High MP Glacial Till None none N/A Residential None Low Flood zone 1 Medium risk None 5-10 No Yes C None N/A No drainage present N/A N/A Grade/No earthwork RETAINING STRUCTURE Sandstone Moderately productive aquifer South Wales Upper Pennant group Coal SWM2 212.0660 D N Not Inspected Grade / No Earthwork High MP Glacial Till fault none N/A Residential None Low Flood zone 1 Medium risk None 5-10 No Yes C None N/A No drainage present N/A N/A Grade/No earthwork RETAINING STRUCTURE Sandstone Moderately productive aquifer South Wales Upper Pennant group Coal SWM2 212.0770 D N Not Inspected Grade / No Earthwork High MP Glacial Till None none N/A Residential None Flood zone 1 Medium risk None 5-10 No Yes C None N/A No drainage present N/A N/A Soil embankment RETAINING STRUCTURE Sandstone Moderately productive aquifer South Wales Upper Grade / No Earthwork, Soil Till, Mining risk and Swansea Member - Coal bowed trees SWM2 213.0660 D C Average Risk Embankment - SEHI, Rock Down Low VL Devensian - N/A N/A N/A Forest SSSI Wales Medium Flood zone 1 High risk No 10-15 No known mining E None No drainage present 5.0 40 Soil embankment Local slumping at high mileage end REGRADE Sandstone Moderately productive slips/slumps Embankment - RSHI Diamicton areas aquifer South Wales Upper Till, Mining risk and Swansea Member - Coal SWM2 213.0770 D B Average Risk Soil Embankment - SEHI Down Low VL Devensian - N/A N/A N/A Forest SSSI Wales No risk Flood zone 1 High risk No 5-10 No known mining E None N/A No drainage present 5.0 40 Grade/No earthwork No significant features observed. RETAINING STRUCTURE Sandstone Moderately productive Diamicton areas aquifer South Wales Upper Till, Mining risk and Swansea Member - Coal SWM2 213.0880 D B Low Risk Soil Embankment - SEHI Down Low VL Devensian - N/A N/A N/A Forest SSSI Wales No risk Flood zone 1 High risk No 5-10 No known mining E None Bowed Trees No drainage present 3.0 40 Grade/No earthwork No significant features observed. RETAINING STRUCTURE Sandstone Moderately productive Diamicton areas aquifer South Wales Upper Till, Mining risk and Swansea Member - Coal Irregular shaped embankment; Old SWM2 213.0990 D B Low Risk Soil Embankment - SEHI Down Low VL Devensian - N/A N/A N/A Forest SSSI Wales No risk Flood zone 1 High risk No 5-10 No known mining E Retaining wall N/A No drainage present 3.0 35 Soil Embankment - SEHI RETAINING STRUCTURE Sandstone Moderately productive mining spoil platform Diamicton areas aquifer South Wales Upper Till, Mining risk and Grade / No Earthwork, Soil Swansea Member - Coal Irregular shaped embankment; Old SWM2 213.1100 D A Low Risk Down Low VL Devensian - Fault N/A N/A Forest SSSI Wales No risk Flood zone 1 High risk No 5-10 No known mining C Retaining wall N/A No drainage present 3.0 30 Grade / No Earthwork RETAINING STRUCTURE Embankment - SEHI Sandstone Moderately productive mining spoil platform Diamicton areas aquifer South Wales Upper Till, Mining risk and Grade / No Earthwork, Soil Swansea Member - Coal Irregular shaped embankment; Old SWM2 213.1210 D B Low Risk Down Medium VL Devensian - N/A N/A N/A Forest SSSI Wales No risk Flood zone 1 High risk No 5-10 No known mining C None N/A No drainage present 7.0 39 Soil Embankment - SEHI RETAINING STRUCTURE Embankment - SEHI, Viaduct Sandstone Moderately productive mining spoil platform Diamicton areas aquifer South Wales Upper Till, Mining risk and Retaining wall Boggy ground at toe; Blocked toe Swansea Member - Coal SWM2 213.1320 D A Average Risk Soil Embankment - SEHI Down High VL Devensian - N/A N/A N/A Forest SSSI Wales Medium Flood zone 1 High risk No 10-15 No known mining C Underilne Bridge bowed trees Yes-poor condition 7.0 38 Soil Embankment - SEHI drainage; Viaduct in mid-section; REGRADE Sandstone Moderately productive Diamicton areas Occasional rabbit burrow holes. aquifer Alluvium - South Wales Upper Mining risk and Swansea Member - Clay, Silt, Coal SWM2 213.1430 D A Average Risk Soil Embankment - SEHI Down High VL N/A N/A N/A Forest SSSI Wales High Flood zone 1 High risk No 20-25 No known mining C None N/A No drainage present 7.0 37 Soil Embankment - SEHI Occasional rabbit burrow holes. REGRADE Sandstone Sand and Moderately productive areas Gravel aquifer Alluvium - South Wales Upper Mining risk and Swansea Member - Clay, Silt, Coal SWM2 213.1540 D A Average Risk Soil Embankment - SEHI Down High VL N/A N/A N/A Forest SSSI Wales No risk Flood zone 1 High risk No 25-30 No known mining C None N/A No drainage present 7.0 36 Soil Embankment - SEHI Occasional rabbit burrow holes. REGRADE Sandstone Sand and Moderately productive areas Gravel aquifer
Appendix E1:
Appendix Item Design Log
Page 57 of File Ref: 161034-NRD-G1-CDSW-REP-EMF-100000 Issue No: P.01 59
Site Cardiff to Swansea JTI Action outstanding and overdue: R Project Number 161034 Project Manager Action outstanding but not due: A Date last Updated 23/11/2018 Action complete or resolved: G
Design / Decision Log Log No. Date Logged by Source of the Discipline Concerned Design Option Explored Consequence Has this Option been Responsible Date Date Closed Status Comments Identified Option Progressed? Required
1 10-Aug-18 P-Way 3rd Way Data requested For information Yes NRDD G 2 30-Aug-18 P-Way Majority of the data received. Cardiff central 3401 still required. Yes NRDD G Update 28/09/2017 - loop and releife lines no longer needed. 3 28-Sep-18 P-Way Start up meeting undertaken in Cardiff St Outputs and dates confirmed. Project Yes NRDD G Patricks House. documents to be kept on HDMS (common data environment for FPG & NRDD). 4 26-Sep-18 P-Way 30/03/18 NMT Run data used for the 1100 Not used the most latest data due to invalid and Yes NRDD G analysis. missing data. 5 28-Sep-18 P-Way SWA data not received for the 1100 No impact as client as confirmed no works will Yes NRDD G be acrried out on SWA 6 16-Oct-18 P-Way Speed unclear in Sectional Appendix on UM 75mph used as worse case scenario. Yes NRDD G 170M 60CH. 7 18-Oct-18 P-Way 02/02/18 NMT Run data used for the 2100 Most latest data not used due to experiencing Yes NRDD G analysis. difficulties. 8 19-Oct-18 P-Way Colour coding for intervention level established. Yello: Low Intervention, Amber: Medium Yes NRDD G Intervention & Red: High Intervention 9 20-Oct-18 P-Way Naming convention for interventions established Track, speed profile, design values, speed Yes NRDD G section & suquential intervention within speed section. 10 28-Oct-18 P-Way NRDD (Track) considerations for intervention If a intervention section includes a structure Yes NRDD G level influneced by the presence of structures. within the limits: High intervention. If a structure is present within 22yds of the intervention limits: Medium. If structure is greater that 22 yds from limits of intervention: Low
11 5‐Nov‐18 P‐Way 1100 Proposed Speed Normal Values, Proposed speed removed from proposed speed Yes NRDD G Speed profile has been re-orderd following the identification of an error. interventions,90mph speed section (211.975 to profile. 90mph speed section now useable. 212.0375) not used due to train not travelling at this speed due to decelerating.
12 5-Nov-18 P-Way Instances where the curve radius is only We would recommend that the curve is re- Yes NRDD G marginally (within 100m radius) above the aligned to increase the radius to aid with furture minimum radius. maintenance. 13 8-Nov-18 P-Way 2100 Proposed Speed Normal Values 65 mph Speed section not captured in interventions. Yes NRDD G speed section (211.1875 to 211.2500) not This needs to be investiagted further. captured due to being small section i.e.doesnt cover an entire element.
14 20-Nov-18 P-Way Experiencing a small glitch with the 2100 Excel glitch doesn't seem to be effecting the Yes NRDD G Proposed SWA RAG, that's causing outputs of the interventions. discrepancies in the mileage. 15 21-Nov-18 P-Way RAG to be run for Neath Station (2100 & 1100) A change it the RAG outputs for Neath Station Yes NRDD G at 40mph (instead of 35mph) due to Port Talbot area. West Re-signalling shceme. 16 23-Nov-18 P-Way 3rd Way identified that there will be interventions Client confimed that exisitng speed will be Yes NRDD G located at Landore Viaduct and along the SWA retained at these locations. to Swansea Station. NRDD Track brought the large amount of work to the client's attention.
17 2-Nov-18 Civils Culverts and Underbridges included in civil No impact on cost or programme as undertaken engineering work bank. Bridge part; footbridge; as part of initial work bank creation. No further intersection bridge; miscellaneous structures; assessment undertaken on these asset types. overbridge; pipe bridge; retaining wall; side of Only culverts and underbridges. line bridge; tunnel and viaducts included so as GRIP 2 is better informed. Site Cardiff to Swansea JTI Action outstanding and overdue: R Project Number 161034 Project Manager Action outstanding but not due: A Date last Updated 23/11/2018 Action complete or resolved: G
Design / Decision Log Log No. Date Logged by Source of the Discipline Concerned Design Option Explored Consequence Has this Option been Responsible Date Date Closed Status Comments Identified Option Progressed? Required
18 2-Nov-18 Civils Following underbridges removed from work No impact on cost or programme. 109 bank; underbridges and viaducts identified in total, 13 • BAN2 0.0192: Vernon Works Tramway. Does structures removed; work bank reduced to 96 not carry SWM2 line. underbridges and viaducts. • OVE 1.0341: Over stream. Does not carry SWM2 line. • SWM2 181.0968: River Ely - Sidings Over River On Up Side. Track has been removed, redundant span. • SWM2 200.1023: Port Talbot. Duplicate. • SWM2 200.1023: Port Talbot. Duplicate. • SWM2 202.1716: 11’ Stone Arch. Unlocated. • SWM2 205.0638: Over stream. Unlocated. • SWM2 206.0198: 20’ Well. No CARRS report available. • SWM2 206.0209: Over stream. Unlocated. • SWM2 206.0214: 10’ Well. No CARRS report available. • SWM2 208.0418: Gnoll. Unlocated. • SWM2 214.1430: Landore Station Subway. Disused - bricked up in 1967. • SWM2 215.1018: Over stream. Unlocated. Site Cardiff to Swansea JTI Action outstanding and overdue: R Project Number 161034 Project Manager Action outstanding but not due: A Date last Updated 23/11/2018 Action complete or resolved: G
Design / Decision Log Log No. Date Logged by Source of the Discipline Concerned Design Option Explored Consequence Has this Option been Responsible Date Date Closed Status Comments Identified Option Progressed? Required
19 2-Nov-18 CivilsFollowing culverts removed from work bank; No impact on cost or programme. 135 culverts • SWM2 170.1364: 4’ Brick Barrel. Unlocated. identified in total, 45 culverts removed; work • SWM2 172.0220: 5’9’’ Stone Arch. Unlocated. bank reduced to 90 culverts. • SWM2 172.0924: 4’ Span. Unlocated. • SWM2 172.1089: 2’ Brick Barrel. Unlocated. • SWM2 172.1221: NIBR. Unlocated. • SWM2 173.0814: 5’ Stone Arch. Unlocated. • SWM2 174.0572: 6’ Brick Arch. Unlocated. • SWM2 174.1100: 3’ Stone Barrel. Unlocated. • SWM2 174.1496: 3’6” Concrete Pipe. Unlocated. • SWM2 177.1573: 3’6” Concrete Pipe Size?. Unlocated. • SWM2 183.1447: 3’0” Concrete Pipe Culvert. No CARRS report available. • SWM2 190.1210: 8’6” Sewer. Unlocated. • SWM2 190.1265: Morfa Brook. Unlocated. • SWM2 191.1221: 27” Square Stone. Unlocated. • SWM2 191.1309: 26” Square Stone. Unlocated. • SWM2 191.1463: 18” Square Stone. Unlocated. • SWM2 195.1276: 2’ Stone Barrel. Unlocated. • SWM2 197.0836: Twin 3’9’’ Stone Arch. Unlocated • SWM2 198.0396: 2’ Stone Barrel. Unlocated. • SWM2 198.0572: 5’ Stone Arch. Unlocated. • SWM2 200.0110: 4’ Span. Unlocated. • SWM2 200.0242: 4’ Span. Unlocated. • SWM2 200.0495: 4’ Span. Unlocated. • SWM2 201.0176: 2’3” Stone Arch. Unlocated. • SWM2 201.0616: 5’6” Stone Arch. Unlocated. • SWM2 201.0946: 5’ Stone & Brick Arch. Unlocated. • SWM2 201.1386: 5’ Stone Arch. Unlocated. • SWM2 202.1034: 2’9” Brick Arch. Unlocated. • SWM2 203.0429: 2’9” 5' Stone Arch With 10" Pipe Through. Infilled. • SWM2 204.0418: 4' Span Timber Deck On Up Side Under L.C. Approach. Removed. • SWM2 207.0880: 4'6" Stone Arch Under Siding. Infilled. • SWM2 207.0880: 2'9" Stone. Infilled.
• SWM2 207.1276: Also Under Road On ? Side. Unlocated. • 207.1276: 4' Stone Arch. Duplicate of 207.1254 • SWM2 207.1298: 6' Stone Arch On Down Side Under L.C. Approach. Unlocated. • SWM2 207.1386: 4'6" Stone Barrel. Unlocated. • SWM2 207.1474: 6' Stone Arch Under Siding On Down Side. Unlocated. • SWM2 207.1496: 2' Stone Barrel. Unlocated. • SWM2 207.1606: Twin 4' Stone Arches With Barlow Deck Extn Both Ends. Unlocated. • SWM2 208.1210: 3'3" Stone Arch. Unlocated. • SWM2 208.1628: 2'7" Stone Arch. Unlocated. • SWM2 210.0110: 2' Stone Barrel. Unlocated. • SWM2 210.0374: 2' Stone Barrel Under L.C. Approach On Up Side. Unlocated. • SWM2 213.0077: Stone Arch. Unlocated.
Appendix E2:
Appendix Item Risk Log
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Site Cardiff to Swansea JTI Project Number 161034 Project Manager Action outstanding and overdue: R 0 actions Date last Updated 05/11/2018 Action outstanding but not due / or to be addressed further in later GRIP stage: A 2 actions
Action complete or resolved: G 0 actions Todays Date: 06/12/2018 Risk & Mitigation Log Log No logged by Disapline Location filter Date risk identified Description of risk (inclusive of cause and effect) Risk mitigation/action Is this a Is further Who is responsible? Due date Completed date / Status (R/A/G) Comments (state ALL if significant and mitigating action which GRIP stage across site) or different H&S required? risk? - add to DRA
Cardiff West 16/10/2018 Speed change in Sectional Appendix is unclear, this is a project Email to be sent to Sectional Appendix support for clarifcation. No No Before next GRIP A 30 mph used for 3rd Way analysis, based on best Engineering judgement. 1 P-Way Junction 1100 risk that could to NRDD using the incorrrect speed, resulting to NRDD (Track) stage 170M 60CH lost time and cost. 05/11/2018 Radius and cant / deficency on limits of tolerance. This is NRDD recommed increasing the curve radius to maintain future compliance No Yes Before next GRIP A maintenace risk as the curve is at danger of becoming non- and aid with maintenance. stage Neath 1100 2 P-Way compliant. It will also take a lot of maintenace effort to maintain it NR 207M 38CH is a compliance. This will be a burden on the maintainer.
3 4 5 6 7 8 9 10
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