A9 Keir to Inveralmond Accident Analysis Report

A9 Keir Roundabout to Inverness Trunk Road

Keir Roundabout to Inveralmond Roundabout

Scheme ID: 12/NE/0805/326

Accident Analysis

This is an unpublished report prepared for the Transport Scotland, Trunk Road and Bus Operations Division (TRBO) and must not be referred to in any publication without the permission of TRBO. The views expressed are those of the author(s) and not necessarily those of TRBO

CLIENT: PREPARED BY: Transport Scotland BEAR Scotland Ltd. Buchanan House Inveralmond Industrial Estate 58 Port Dundas Road Inveralmond Road Glasgow Perth G4 0HF PH1 3TW

November 2012 3G Term Contract for the Management and Maintenance of the Issue: 4.0 Scottish Trunk Road Network – North East Unit Date: November 2012 A9 Keir Roundabout to Inverness Trunk Road Scheme ID: A9 Keir Roundabout to Inveralmond Roundabout 12/NE/0805/326

Name Organisation Signature Date Prepared By Ross Fletcher BEAR Ross Fletcher 02/11/12 Scotland Checked By Bob Blair BEAR Bob Blair 02/11/12 Scotland Authorised Alan BEAR Alan 02/11/12 By Campbell Scotland Campbell

REVISION STATUS REV. Date Revision Details Checked Authorised Issue 2 8/1/13 Revisions to various BB AC sections Issue 3 28/02/13 Alteration to graphs and RF AC data for vehicle type, driver age and vehicle manoeuvre Issue 4 15/08/13 Numbering of graphs and BB AC various revisions to text.

CONTROLLED DOCUMENT HOLDERS Ref Name of Holder 1 BEAR 2 Transport Scotland 3 4 5 6 7 8 9 10 2

3G Term Contract for the Management and Maintenance of the Issue: 4.0 Scottish Trunk Road Network – North East Unit Date: November 2012 A9 Keir Roundabout to Inverness Trunk Road Scheme ID: A9 Keir Roundabout to Inveralmond Roundabout 12/NE/0805/326

Contents Page 1.0 Introduction 5 2.0 Site Description and Existing Environment 6 3.0 A9 Keir Roundabout to Inveralmond Roundabout – Injury 10 Accident Analysis 3.1 Contribution to Government Casualty Reduction 10 Targets 3.2 Accident Numbers and Severity Ratio 11 3.3 Single Vehicle Accidents 13 3.4 Vehicle Type 14 3.5 Weather 16 3.6 Road Surface 18 3.7 Driver Age 19 3.8 Towing 20 3.9 Roadside Strikes 21 3.10 Vehicle Manoeuvres 22 3.11 Junction Type 24 3.12 Accident Time 27 3.13 Casualties 28 3.14 Accidents Month by Month 29 3.15 Traffic Levels 32 3.16 Vehicle Postcodes 34 3.17 Accident Rates 35 3.18 Contributory Factors 37 4.0 Dunblane to Greenloaning – Injury Accident Analysis 39 4.1 Accident Numbers and Severity Ratio 40 4.2 Vehicle Type 41 4.3 Towing 43 4.4 Accident Rate 44 5.0 Blackford to Shinafoot - Injury Accident Analysis 45 5.1 Accident Numbers and Severity Ratio 46 5.2 Single Vehicle Accidents 47 5.3 Vehicle Type 48 5.4 Roadside Strikes 49 5.5 Vehicle Manoeuvres 52 5.6 Junction Type 54 6.0 Moving Cursor Programme Analysis 57 6.1 Moving Cursor Programme - 10 Year Analysis 57 6.2 Moving Cursor Programme - 10 Year Results 63

7.0 Recommendations 64 7.1 – Right Turning Vehicles & T or Staggered Junctions 64 7.2 – Gleneagles Roadside Strikes 64 7.3 – Large Heavy Goods Vehicles (>7.5T) 64 7.4 – Agricultural Vehicles 65 7.5 – Moving Cursor Sites 65 8.0 Conclusions 66

Appendices

Appendix A Injury Accident Details Appendix B A9 Keir Roundabout to Inveralmond Roundabout Analysis Appendix C Dunblane to Greenloaning Analysis Appendix D Blackford to Shinafoot Analysis Appendix E Moving Cursor Programme Analysis

1.0 Introduction

BEAR Scotland has been commissioned by Transport Scotland to undertake an accident analysis on the A9 between Keir Roundabout and Inveralmond Roundabout for the time period 2007 to 2011.

The study will analyse accidents records within the existing road network infrastructure to identify trends and issues which may be affecting road safety within the study area.

2.0 Site Description & Existing Environment

This section of the A9 trunk road is dual carriageway for its full length (approximately 47km) from Keir Roundabout (west of Dunblane) to Inveralmond Roundabout (Perth).

Keir Roundabout is the junction of the A9 with the M9 motorway which leads to Stirling, Glasgow and the south as well as providing local access to Dunblane to the east and Doune to the west. Inveralmond Roundabout is the junction where the A9 continues north to Pitlochry and Inverness as well as providing local access to Perth to the east and Inveralmond Industrial Estate to the west. There is also a major junction with the M90 motorway and A93 local road at Broxden Roundabout to the south of Perth.

Traffic within this section is subject to the national speed limit.

The major settlements with junctions on the A9 along this section are:

• Dunblane • Greenloaning • Blackford • Auchterarder • Aberuthven • Perth

There are four grade separated junctions on this section of the A9. There is one at Greenloaning only for northbound traffic wishing to exit onto the A822 or southbound traffic emerging onto the A9 from the A822. There is also a junction at Gleneagles to the south of Auchterarder which is now fully grade separated after the addition of a southbound on-slip in 2010. There are also two fully grade separated junctions providing access to Dunblane and a further grade separated junction at A85 Crieff Road, Perth.

There are also numerous farm accesses, field accesses and side roads which form priority junctions with the A9 along the length of the section. These junctions frequently have associated gaps within the central reserve.

The average annual daily traffic flow (AADF) has been calculated as an average at various points on the section (2007-2011): Dunblane: 28416 Greenloaning: 24513 Gleneagles: 23004 Dalreoch: 26052 Windyedge: 25455 Perth Western Bypass : 26408

There are three fixed radar speed camera sites within the section. These are at Gleneagles Northbound, Aberuthven Northbound and Blackford Southbound. There are various mobile speed camera sites along the route.

The above is summarised in Figure 2.1.

Figure 2.1 – Locations of Traffic Counters and Fixed Safety Cameras

The dual carriageway generally consists of two carriageways with paved widths of 7.3m with intermittent 1.0m hardstrips in some places. The carriageways are kerbed and drained by gullies with the exception of the areas that have a 1.0m hard strip with a filter drain.

Existing verges are predominately grass adjacent to the carriageway and are typically a minimum 2.5m.

Within the existing verges there are several notable roadside features including safety barriers, trees, fencing and street lighting.

Safety barriers within the existing verges and central reserves consist of sections of open box beam, tensioned corrugated beam or wire rope. The approach terminals of these systems are either of ramped or full height configurations. The current design standard for new or replaced approach terminals on high speed routes is full height. Exit terminals are typically ramped in compliance with current guidance.

Street lighting is located at the following locations within the study area, with only the installations at Broxden Roundabout and Inveralmond Roundabout being passively safe:

• Keir Roundabout • Greenloaning • Blackford Junction • Auchterarder Junction • Aberuthven Junction • Broxden Roundabout • Inveralmond Roundabout

Within the section of the study area there are various type B lay-bys (non- segregated) in both directions. These lay-bys do not include for any DDA provisions.

3.0 A9 Keir Roundabout to Inveralmond Roundabout – Injury Accident Analysis

3.1 Contribution to Government Casualty Reduction Targets

The United Kingdom Government set casualty reduction targets in 2000 in their UK road safety strategy, Tomorrow’s Roads – Safer for Everyone. These targets were for a 40% reduction in the number of people killed or seriously injured, a 50% reduction in child deaths and serious injuries, compared with the average for 1994-98, and a 10% reduction in the slight casualty rate. Figure 2.1.5 below is an extract from the A9 (North East) Route Safety File and it shows the casualty reductions achieved in comparison to the targets set over this time period.

Targets have also been set by the Scotland’s Road Safety Framework to 2020. These target the reductions (in comparison to average Scottish figures for 2004/08) shown in Table 3.1

Target 2015 milestone % 2020 target % reduction reduction People Killed 30 40 People Seriously Injured 43 55 Children (aged <16) killed 35 50 Childern (aged <16) seriously injured 50 65

Table 3.1 – Scotland’s Road Safety Framework to 2020 Casualty Reduction Targets

3.2 Accident Numbers and Severity Ratio

Injury accident details for this whole section of the A9 trunk road for years 2007 to 2011 have been analysed with the aim of identifying any treatable accident trends. A summary of the accident data has been attached in appendices A and B.

There were 192 injury accidents on this section between 2007 and 2011. Of these injury accidents 142 were slight, 42 were serious and 8 were fatal. It is apparent from Figure 3.2.1 below that the number of injury accidents has fallen over the selected time period from 58 in 2007 to 23 in 2011. The severity ratio of these accidents is shown in Figure 3.2.2.

A9 Keir Rbt to Inveralmond Rbt 2007-2011 4% 60 50 22% 40 30 FATAL SERIOUS 20 SLIGHT Total Accidents Total 10 0 2007 2008 2009 2010 2011 74% Year

Figure 3.2.1 A9 Injury Accident numbers 2007 – 11 Figure 3.2.2 Severity Ratio

This compares favourably with the data for the entire north east network, shown below in Figures 3.2.3 and 3.2.4. This data also demonstrates a fall in injury accidents from 463 in 2007 to 363 in 2011. The fall over the entire north east network is 27.5% compared with a larger fall of 60% for the section of the A9 between Keir Roundabout and Inveralmond Roundabout. The severity ratio also compares favourably with 26% of injury accidents having a fatal or serious severity level (KSI) compared to 27% for the whole of the north east network.

North East Network Accidents 2007-2011

500 3% 450 400 24% 350 300 250 FATAL 200 SERIOUS 150 SLIGHT Total Accidents Total 100 50 0 2007 2008 2009 2010 2011 Year 73%

Figure 3.2.3 NE Unit Injury Accident numbers 2007 – 11 Figure 3.2.4 Severity Ratio

The graph below shows the average traffic flow on the A9 from Keir Roundabout to Inveralmond Roundabout for the same time period. This shows that, as the accident numbers were falling, so was the level of traffic using the A9 in this location. The traffic level has fallen by approximately 12% over this time period, as shown in Figure 3.2.5. This is likely to be due to a combination of the current economic downturn and the rising cost of fuel. It is possible that a fall in traffic levels is a contributing factor to a fall in accident numbers.

28000 27000 26000 25000 24000 AADF 23000 22000 21000 20000 2006 2007 2008 2009 2010 2011 2012 Year

Figure 3.2.5 – A9 Traffic Flows (AADF) 2007 - 11

3.3 Single Vehicle Accidents

The injury accident data has been filtered to show injury accidents involving only one vehicle. As demonstrated by figures 3.3.1 below, there does not seem to be demonstrable issue with single vehicle injury accidents on this section of the A9 trunk road. The proportion of single vehicle accidents to multiple vehicle accidents is very similar as shown in figure 3.3.2.

A9 Keir Rbt to Inveralmond Rbt 2007-2011 North East Network Accidents 2007-2011

140 1600 120 1400 100 1200 1000 FATAL 80 800 SERIOUS Total Total 60 SLIGHT Accidents 600 40 400 20 200 0 0 Single Vehicle Multiple Vehicle Single Vehicle Multiple Vehicle Year Year

Figure 3.3.1 A9 and North East Unit Single/Multiple Vehicle Accident Numbers

70%

60%

50%

40% A9 (NE) % 30% WHOLE OF NE 20%

10%

0% Single Vehicle Multiple Vehicle Figure 3.3.2 Ratio of A9 and North East Unit Single/Multiple Vehicle Accidents

3.4 Vehicle Type

The injury accident data for this section of the A9 has been filtered to show the vehicle types involved in each collision. This has been compared to the injury accident data held for the entire north east trunk road network. Both sets of data are shown in Figure 3.4.1 below. This indicates that there may be an issue with large HGVs in this section of the A9 trunk road. It should be noted that the proportion of accidents involving cars on this section of the A9 is in line with the unit figure (90% against 89%). However, this vehicle type has been excluded from both of the Figures below as the proportionately high numbers affect the presentation of the graphs.

A9 Keir Rbt to Inveralmond Rbt 2007-2011 All NE Network Accidents 2007-2011

35 200 30 180 160 25 FATAL 140 20 SERIOUS 120 15 SLIGHT 100 10 80 60 5

Number of Accidents of Number 40 0 NumberAccidents of 20 0 PSV HGV HGV Pedal <3.5T >7.5T PSV Pedal 2 Wheel 2 Motorised 3.5 7.5T - 2 2 Wheel Vans/HGV Motorised 3.5 3.5 7.5T - Agricultural Vans/HGV Agricultural HGV HGV >7.5T HGV HGV <3.5T Vehicle Type Vehicle Type Figure 3.4.1 A9 and North East Unit Number of Accidents Involving Specific Vehicle types

On this section of the A9 trunk road 17% (32 out of 192) of accidents HGVs larger than 7.5T compared to 9% (186 out of 2158) for the entire north east trunk road network, as shown in Figure 3.4.2. Further analysis indicates a high confidence level that this result is statistically significant ( P = < 0.01).

A9 Keir to Inveralmnond vs North East Network

18.0% 17% vs 9% HGV>7.5T

16.0%

14.0%

12.0%

10.0% A9 (NE) % WHOLE OF NE 8.0%

6.0%

4.0%

2.0%

0.0% HGV <3.5T HGV 3.5 - 7.5T HGV >7.5T Agricultural PSV 2 Wheel Pedal Motorised Figure 3.4.2 Ratio of A9 and North East Unit Vehicle Types

A further analysis of collisions involving HGVs larger than 7.5T has found that these predominantly occurred during the week and were fairly well spread across time of day and year. The great majority (31 out of 32) of these did not occur at a junction and the predominant associated contributory factors related to driver error or reaction.

3.5 Weather

The injury accidents have been filtered according to the weather at the time of the accidents. This has been compared to the injury accident data held for the entire north east trunk road network and is shown in Figure 3.5.1 below. It should be noted that “fine without high winds” has been removed as this was by far the most common weather type.

A9 Keir Rbt to Inveralmond Rbt 2007-2011 All NE Network Accidents 2007-2011

30 350

25 300

250 20 FATAL 200 SERIOUS 15 150 SLIGHT

Total Accidents Total 10 100

5 50

0 0 Fog Other Fog Other Unknown Unknown Fine (with high winds) high (with Fine Finehigh(with winds) Raining (with high winds) high (with Raining Raininghigh(withwinds) Snowinghigh(withwinds) Snowing (with high winds) high (with Snowing Raininghigh(without winds) Raining (without high winds) high (without Raining Snowinghigh(without winds) Snowing (without high winds) high (without Snowing Weather Weather Figure 3.5.1 A9 and North East Unit Weather Conditions

As can be seen from Figure 3.5.2 below, the only weather type that may be causing an issue in comparison to the rest of the north east network is fog.

A9 Keir to Inveralmond vs North East Network

16%

14%

12%

10%

% 8% A9 (NE)

WHOLE OF 6% NE

0% Fine Fog Other Raining Raining Snowing Snowing Unknown (with (without (with (without (with high high high high high winds) winds) winds) winds) winds)

Figure 3.5.2 A9 and North East Unit Ratio of Weather Conditions

The accidents that occurred during fog have been investigated and there are no common treatable trends within the accident details. Two of the accidents occurred on separate approaches to Broxden Roundabout involving vehicles failing to stop at the give way. The other accident occurred north of Aberuthven and involved a vehicle colliding with a parked vehicle (an emergency vehicle on call). No further investigation is necessary.

3.6 Road Surface

The injury accidents have been filtered according to the road surface condition at the time of the accident. This has been compared to the injury accident data held for the entire north east trunk road network. This can show if there are issues with the skidding resistance of the carriageway or localised problems with ice or frost. Figure 3.6.1 below details the distribution. All NE Network Accidents 2007-2011

A9 Keir Rbt to Inveralmond Rbt 2007-2011 1200 140 1000 120 100 800 FATAL 80 600 SERIOUS 60 400 SLIGHT 40 Total Accidents Total

Total Accidents 200 20 0 0 Dry Dry Mud Mud Snow Flood Snow Flood Unknown Unknown Frost Ice /Frost Frost Frost / Ice Oil / Oil Diesel Oil / Diesel Oil Wet / Wet Damp / Wet / Damp Road Surface Road Surface

Figure 3.6.1 A9 and North East Unit Road Surface Conditions

As can be seen from Figure 3.6.2 below, no trends that merit investigation have been identified through analysis of road surface condition.

70%

60%

50%

A9 (NE) 40% WHOLE OF NE % 30%

20%

10%

0% Dry Flood Frost / Mud Oil / Snow Unknown Wet / Ice Diesel Damp Figure 3.6.2 A9 and North East Unit Ratio of Road Surface Conditions 18

3.7 Driver Age

The injury accidents have been filtered according to the driver’s age. This has been compared to the injury accident data held for the entire north east trunk road network. This can demonstrate if there are local issues with young drivers or elderly drivers which could be resolved by local campaigns or education initiatives. Figure 3.7.1 below shows the results.

A9 Keir Rbt to Inveralmond Rbt 2007-2011 All NE Network Accidents 2007-2011 200 2000 FATAL 150 1500 SERIOUS 100 1000 SLIGHT Total 50 500 Accidents 0 0 59 60+ 60+ 26 26 - 25 25 Under Under 26 - 59 - 26 Age Age

Figure 3.7.1 A9 and North East Unit Age Demographic

No trends that merit investigation have been identified through analysis of the driver’s age. On this section of the A9 trunk road the percentage of injury accidents involving young drivers is less than on the entire north east trunk road network and the percentage of accidents involving elderly drivers is very similar to that of the entire north east trunk road network, as shown in Figure 3.7.2.

90% A9 (NE) 80% 70% WHOLE OF NE 60% 50% % 40% 30% 20% 10% 0% Under 25 26 - 59 60+

Figure 3.7.2 A9 and North East Unit Ratio of Age Demographic

3.8 Towing

The injury accidents have been filtered to show whether the accident involved a vehicle towing or not. This has been compared to the injury accident data held for the entire north east trunk road network. This highlights if there are trends with caravans or other type of slower moving towing vehicles being involved in accidents. Figure 3.8.1 below shows the results.

A9 Keir Rbt to Inveralmond Rbt 2007-2011 All NE Network Accidents 2007-2011

2500 200 FATAL 2000 SERIOUS 150 1500 SLIGHT 100 Total Total 1000 Total Total Accidents

50 Accidents 500 0 0 Not Not Towing Towing Vehicle Involved Vehicle Involving Towing Vehicle Towing Vehicle Involved Involving Towing Towing Figure 3.8.1 A9 and North East Unit Towing Accidents

No further trends that merit investigation have been identified through analysis of towing vehicles. On this section of the A9 trunk road the percentage of injury accidents involving towing is more (10%) than on the entire north east trunk road network (7%). However analysis of the collision records has determined that this is linked to the higher proportion of accidents involving HGVs larger than 7.5T previously identified in section 3.4. Figure 3.8.2 provides the ratio of A9 towing accidents against the NE Unit figures. A9 Keir to Inveralmond vs North East Network

100% 90% 80% 70% A9 (NE) 60% WHOLE OF

% 50% NE 40% 30% 20% 10% 0% Towing Vehicle Not Involving Towing Involved Vehicle

Figure 3.8.2 A9 and North East Unit Ratio of Towing Accidents 20

3.9 Roadside Strikes

The injury accidents have been filtered to show only accidents involving a vehicle leaving the carriageway and striking a roadside object (eg. a tree, barrier, lighting column etc.). This has been compared to the data for the entire north east trunk road network. This is helps to identify if there are issues with roadside furniture that could possibly be removed or made passively safe to reduce the severity of these accidents. Figure 3.9.1 details the results.

A9 Keir Rbt to Inveralmond Rbt 2007-2011 All NE Network Accidents 2007-2011

150 1500 FATAL 100 1000 SERIOUS SLIGHT

Total Total 50 500 Accidents 0 0 Hit Didn't Object Hit Didn't

Left Carriageway Object and Hit Object / Left Carriageway and Didn't Hit Object / Didn't Figure 3.9.1 A9 and North East Unit Roadside Strikes

As can be seen in Figure 3.9.2, this section of the A9 trunk road the percentage of injury accidents involving a roadside strike is marginally more (35%) than on the entire north east trunk road network (31%). This is not enough of a difference to merit further investigation of the roadside strikes over this section of the A9 trunk road, as a whole. A9 Keir to Inveralmond vs North East Network

70%

60%

50% A9 (NE)

40% WHOLE OF NE % 30%

20%

10%

0% Hit Object Didn't Figure 3.9.2 A9 and North East Unit Ratio of Roadside Strikes 21

3.10 Vehicle Manoeuvres

The injury accidents have been filtered by vehicle manoeuvre to show the number of different manoeuvres involved in the various accidents on this section of the A9 trunk road. This has been compared to the data for the entire north east trunk road network. Figure 3.10.1 provides the details.

A9 Keir Rbt to Inveralmond Rbt 2007-2011 All NE Network Accidents 2007-2011 30 300 30 % KSI 25 53% KSI 250 FATAL 20 200 SERIOUS 15 150 SLIGHT

10 100 Total Accidents Total

5 50

0 0 Parked Parked Moving Off Moving Overtaking Moving Off Moving Overtaking TurningLeft TurningLeft TurningRight TurningRight ChangingLane ChangingLane SlowingStopping / SlowingStopping / Waiting to go but heldup but go Waitingto Waiting to go but heldup but go Waitingto Vehicle Manouevres Vehicle Manouevres Figure 3.10.1 A9 and North East Unit Vehicle Manouevres

There is a high percentage of accidents involving a vehicle turning right that result in a casualty being killed or seriously injured (53% - 10 out 19) compared to the percentage for the entire north east trunk road network (30% - 84 out of 286). Further analysis indicates a fair confidence level that this result is statistically significant ( P = < 0.1).

Figure 3.10.2 indicates that this section of the A9 trunk road contains higher percentages of accidents involving a vehicle waiting to go but held up, or changing lanes. This is to be expected however, as there are three roundabouts within this section of the A9 trunk road.

A9 Keir to Inveralmond vs North East Network

16.00% A9 (NE) 14.00% WHOLE OF NE 12.00%

10.00%

% 8.00%

6.00%

4.00%

2.00%

0.00% ht g ne ing in a ig p L R g g in ving Off Parked in n o g Overtak M / Stop n Turning Left g a Tur n Ch wi lo S

Waiting to go but held up Figure 3.10.2 A9 and North East Unit Ratio of Vehicle Manouevres

3.11 Junction Type

The A9 Keir Roundabout to Inveralmond Roundabout has been analysed to determine whether there are issues with vehicles using junctions within the section. The injury accidents have been filtered by junction type to show the number of accidents occurring at each junction type within the section. This shows if there are trends on a particular section of carriageway where drivers aren’t dealing well with a particular type of junction. This has been compared to the data for the entire north east trunk road network. Figure 3.11.1 details the findings.

A9 Keir Rbt to Inveralmond Rbt 2007-2011 All NE Network Accidents 2007-2011

45 400 28 % KSI 40 38 % KSI 350 35 300 30 250 25 FATAL SERIOUS 200 20 SLIGHT 150

15 Accidents Total Total Accidents Total 10 100 5 50

0 0 SlipRoad Slip Road Slip Y Junction Junction Y Y Junction Junction Y Crossroads Crossroads Roundabout Roundabout Other Junction Other Other Junction Other MultipleJunction Multiple Junction Multiple MiniRoundabout Mini Roundabout Mini T or Staggered Junction Staggered or T T or Staggered Junction Staggered or T Private Drive or entrance or Drive Private Private Drive or entrance or Drive Private Figure 3.11.1 A9 and North EastJunction Unit Type Junction Types

The comparison has shown that there are a high number of accidents occurring at roundabouts however this is to be expected since there are three roundabouts on this particular section of trunk road. T or staggered junctions, although not occurring any more than on the rest of the north east network, have a higher proportion of KSI injury accidents with 38% KSI compared to 28% KSI at T or staggered junctions on the entire north east network. The percentages of A9 junction accidents in comparison the north east unit figures are contained in Figure 3.11.2.

A9 Keir to Inveralmond vs North East Network 60%

50% A9 (NE)

40% WHOLE OF NE

% 30%

20%

10%

t n t o u d ce ction tion ou a n n cti u nc roads ab n abo Ro j nd d p ss u Ju i Y Ju o er un Sl Cr h i Ro Ro gered Junction n Ot ive or entra g ta MultipleMi Junction Dr ithin 20mS of e w or t T or Privat a Not Figure 3.11.2 A9 and North East Unit Ration of Junction Types

Further analysis of these collisions has determined that a large proportion occurs at the main junctions throughout this section of the A9 (Blackford south junction, Bardrill junction, Auchterarder junction, Aberuthven junction, Dalreoch junction, Kinkell Bridge junction and Tibbermore junction). The majority of these have been previously highlighted for and / or treated with road safety improvement measures. These measures consist of the following:

• Blackford junction – Signing and lining improvements were installed in 2007 to address issues with right-turning vehicles. There has been one injury accident involving a right turning vehicle since the end of 2007. This will continue to be monitored through moving cursor programme. • Bardrill junction – Junction was closed in 2010 and traffic is now diverted via Gleneagles grade separated junction. No further action necessary. • Auchterarder junction – Electronic vehicle activated sign has been installed in March 2013 due to a collision trend involving right turning vehicles. • Aberuthven junction – AIP study was carried out in 2011. Accident issue has dissipated and junction will continue to be monitored through moving cursor programme. • Forteviot junction - Electronic vehicle activated signs were installed in approximately 2006 due to trend involving right turning vehicles. No injury accidents have been recorded here in time period 2007 to 2011. Junction should continue to be monitored through moving cursor programme. 25

• Windyedge junction – Electronic vehicle activated signs were installed in 2011 due to a trend involving right turning vehicles. Effectiveness of measures currently being monitored.

3.12 Accident Time

The times that the injury accidents occurred have been plotted in Figure 3.12.1, below, to identify any periods of the day where accidents are more likely to occur.

5 Accident Frequency

0 0000-0100 0100-0200 0200-0300 0300-0400 0400-0500 0500-0600 0600-0700 0700-0800 0800-0900 0900-1000 1000-1100 1100-1200 1200-1300 1300-1400 1400-1500 1500-1600 1600-1700 1700-1800 1800-1900 1900-2000 2000-2100 2100-2200 2200-2300 2300-0000 Time Figure 3.12.1 A9 Keir to Inveralmond Accident Times

The plot shows a reasonable spread of times throughout the day. There are fewer accidents during the night with numbers peaking at times of heavier traffic flow, as would be expected.

3.13 Casualties

The casualty types have been filtered and the results are shown in the Figure 3.13.1. There were 282 casualties as a result of injury accidents on this section of the A9 trunk road from 2007 to 2011. The casualties were made up of 226 slight injuries, 48 serious injuries and eight fatalities. The proportion of casualty type remains relatively constant throughout the time period considered. Drivers generally constituted between 58 – 79% of the casualties, passengers constituted between 21 – 40% of the casualties and pedestrians constituted 0 – 3% of the casualties.

60 50 40 30 20 10

CasualtyNumbers 0 DRIVER DRIVER DRIVER DRIVER DRIVER PILLION P PILLION PILLION P PILLION PILLION P PILLION PILLION P PILLION PILLION P PILLION VEHICLEOR VEHICLEOR VEHICLEOR VEHICLEOR VEHICLEOR PEDESTRIAN PEDESTRIAN PEDESTRIAN PEDESTRIAN PEDESTRIAN 2007 2008 2009 2010 2011

Figure 3.13.1 A9 Keir to Inveralmond Casualty Types

As can be seen from Figure 3.13.2, the number of casualties has fallen from 81 in 2007 to 33 in 2011. This is a fall of approximately 40%. The number of injury accidents has fallen by 60% over the same period and the traffic level has also fallen. This may indicate that more people are traveling in the same vehicle (eg. car sharing) and therefore the casualty numbers are not reducing at the same speed as the accident numbers.

70 60 FATAL 50 SERIOUS 40 SLIGHT 30 20 10 Number Number of Casualties 0 2007 2008 2009 2010 2011

Year Figure 3.13.2 A9 Keir to Inveralmond Casualty Numbers

3.14 Accidents Month by Month

The injury accident data has been filtered month by month for each year of the time period and is shown in Figures 3.14.1 to 3.14.5. This helps to identify any spikes in certain months that may point towards accident trends.

2007 Month by Month 2008 Month by Month 2009 Month by Month

10 10 10 8 8 6 6 Accidents 5 Accidents Accidents 4 4 0 2 2 JanuaryJuneNovember 0 0 January June November January June November

Month Month Month

Figure 3.14.1 2007 A9 Accidents Figure 3.14.2 2008 A9 Accidents Figure 3.14.3 2009 A9 Accidents

2010 Month by Month 2011 Month by Month

10 10 8 8 6 6 Accidents Accidents 4 4 2 2 0 0 January June November January June November

Month Month

Figure 3.14.4 2010 A9 Accidents Figure 3.14.5 2011 A9 Accidents This data has also been plotted for the whole time period and is shown below. There is a spike in injury accidents in the summer months. This is likely due to the increase in traffic over these months as is shown in section 3.15 of this report. It may also be due to increase in traffic speed as drivers feel more confident to travel faster in the better weather.

15 Accidents

y y il y r ch er pr Jul uar ar A May June tobe M tember Januar ebr August Oc F ep S NovemberDecemb Figure 3.14.6 2007-11 A9 Accidents Month by Month

The accident data was filtered again to show only serious injury and fatal accidents from 2007-11 month by month (Figure 3.14.7). This again showed a spike in these types of accidents in May, June and July. This may be triggered by the increase in traffic volume and traffic speeds. The graph also shows a spike in October and November, which may be as a result of driver having to adjust to the change in temperature and weather around this time. 2007-11 Month by Month KSI 7

3 Accidents

0 l t r ri y er July us be Ap Ma June g mb to March Au te January p Oc February November Se December Month Figure 3.14.6 2007-11 A9 KSI Accidents Month by Month

The average speed data for Gleneagles (2007-11) is also shown below in Figure 3.14.7. Whilst this is only average speed data and therefore does not give an envelope of speeds, it does show that the speeds are generally higher in the summer months. The speed reading for December is abnormally low and this is almost certainly due to the severe winter weather experienced in 2009 and 2010 and the fact that there is no data available for December 2011.

89 Average Speed KPH Speed Average 88

87 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Figure 3.14.7 2007-11 A9 Gleneagles Average Speeds by Month

3.15 Traffic Levels

Traffic levels at six different locations throughout the A9 trunk road from Keir Roundabout to Inveralmond Roundabout have been averaged to provide an Average Annual Daily Flows (AADFs) for each calendar year. These are detailed in Figure 3.15.1. This demonstrates that traffic levels have fallen over the time period that is being analysed. They have fallen from an average AADF of 27219 in 2007 to and average AADF of 23,933 in 2011. This is a fall of 12%. As mentioned in section 3.1 of this report, this fall is likely to be largely due to the economic downturn which began in 2008 and is likely resulting in less commuting and business journeys as individuals and businesses cut back on travel and transportation.

Traffic Figures Average AADF 28000 27000 26000 25000 24000 23000 22000 21000 20000 2006 2008 2010 2012

Figure 3.15.1 2007-11 A9 Average Annual Daily Traffic Flows

The month by month spread of AADF is shown in Figure 3.15.2. This shows that, as expected, the traffic levels peak in the summer months. There is a high in AADF of 28,269 in July and a low of 20,665 in December.

Average AADF 2007-11 Month by Month 30000.00

25000.00

20000.00

15000.00 AADF 10000.00

5000.00

0.00 July May April June March August January October February November December September

Figure 3.15.2 2007-11 A9 Average Annual Daily Traffic Flows Monthly Spread

3.16 Vehicle Postcodes

An analysis of vehicle postcodes has been carried out for all vehicles involved in injury accidents on this section of the A9 trunk road between 2007 and 2011. The distance from postcode PH3 1DP (Auchterarder) has been established for each vehicle (where the information was available). This demonstrates whether it is local drivers who are familiar with the road that are involved in accidents or if it is mainly drivers from further away who will not know the road as well. The results of this analysis are shown on Figure 3.16.1.

100 90 80 70 60 50 40

No. of Vehicles of No. 30 20 10 0 0-25 26-50 51-100 101-200 200-500 Distance from PH3 1DP (miles) Figure 3.16.1 2007-11 Postcode Analysis

The graph shows that 73% (187 of 258 vehicles) of vehicles involved in injury accidents in the time period considered were from within 50 miles of Auchterarder. Only 13% of vehicles involved in accidents were from further than 100 miles away.

3.17 Accident Rates

The injury accident rate has been calculated for this section of the A9 using the formula below:

Injury Accident Rate (per mvk*) = Number of Injury Accidents x10 8 Number of days x traffic flow x length of route *per 100 million vehicle kilometres

This calculation provided an injury accident rate of 7.77 per 100mvk. This can be compared to the Scottish Trunk Road average for dual carriageways which is 7.7 per 100mvk. This is a long section of dual carriageway trunk road, however, and further analysis was carried out to ascertain where the injury accident rate was higher within this section of the A9 trunk road.

This was done by splitting this length of the A9 trunk road into five sections. The sections were determined by plotting the accidents and visually identifying sections that seemed to have a higher accident frequency that may require further investigation and also identifying section where visually the accident frequency looked to be relatively low. The sections are shown in Figure 3.17.1 below:

Broxden to Inveralmond

Shinafoot Greenloaning to Broxden to Blackford

Blackford to Shinafoot

Dunblane to Greenloaning

Figure 3.17.1 A9 Further Analysis Sections

The accident rates were then calculated for each section and are detailed in the Table 3.17.1 below:

length AADF Accidents Injury Accident Rate (07-11) (100mvk) A9 Keir to Inveralmond 46.7 25640 192 7.77 (from Route Safety File) Dunblane to Greenloaning 11.12 28416 51 8.84 Greenloaning to Blackford 8.394 24513 15 3.99 Blackford to Shinafoot 7.877 23004 39 11.79 Shinafoot to Broxden 15.742 26052 48 6.41 Broxden to Inveralmond 3.567 26408 9 5.24 Table 3.17.1 Accident Rates of Sections

From these rates it has been identified that there are only two sections within the A9 from Keir Roundabout to Inveralmond Roundabout that have a higher injury accident rate than the Scottish Trunk Road average for dual carriageway. These are “Dunblane to Greenloaning” and “Blackford to Shinafoot”. These two sections have been analysed further to determine if there are accident trends that may be treatable. The findings of this additional analysis are contained within sections 4 and 5 of this report.

3.18 Contributory Factors

An analysis of contributory factors recorded against the collisions has been carried out to determine the most prevalent of these. Table 3.18.1 below shows the number of collisions that the associated contributory factor has been recorded against. It can be seen from this that the most prevalent of these relate to driver error of reaction. This is generally consistent with the findings contained with Article 4 of Reported Road Casualties Scotland 2011 (RRCS 2011).

The only factor associated with road condition in the top ten listed - Slippery Road (Due to weather) - is recorded in 15% of the A9 collisions against a national average of 13% (RRCS 2011 Table M). This is not a significant over- representation.

Inappropriate speed (Traveling too fast for conditions) is recorded in 11% of collisions compared to the national average of 9% (RRCS 2011 Table M). Excessive speed is recorded in less than 1% of collision against the national average of 3%(RRCS 2011 Table M)

Contributory Factor Total FAILED TO LOOK PROPERLY 78 FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED 58 LOSS OF CONTROL 45 SLIPPERY ROAD (DUE TO WEATHER) 29 SWERVED 24 FOLLOWING TOO CLOSE 23 TRAVELLING TOO FAST FOR CONDITIONS 22 POOR TURN OR MANOEUVRE 19 SUDDEN BRAKING 8 DISOBEYED GIVE WAY OR STOP SIGN OR MARKINGS 6 DISTRACTION IN VEHICLE 6 ILLNESS OR DISABILITY, MENTAL OR PHYSICAL 6 OTHER 5 JUNCTION OVERSHOOT 5 CARELESS/RECKLESS/IN A HURRY 5 ANIMAL OR OBJECT IN CARRIAGEWAY 5 ROAD LAYOUT (EG. BEND, HILL, NARROW CARRIAGEWAY) 4 TYRES ILLEGAL, DEFECTIVE OR UNDER INFLATED 4 FATIGUE 4 JUNCTION RESTART 4 IMPAIRED BY ALCOHOL 3 DAZZLING SUN 3 EXCEEDING SPEED LIMIT 3 DEPOSIT ON ROAD (EG. OIL, MUD, CHIPPINGS) 3 INEXPERIENCED OR LEARNER DRIVER/RIDER 3 RAIN, SLEET, SNOW, OR FOG 3 TEMPORARY ROAD LAYOUT (EG. CONTRAFLOW) 2 DANGEROUS ACTION IN CARRIAGEWAY (EG. PLAYING) 2 INEXPERIENCE WITH TYPE OF VEHICLE 2 FAILED TO SIGNAL/MISLEADING SIGNAL 2 SPRAY FROM OTHER VEHICLES 2 EMERGENCY VEHICLE ON CALL 2 DISOBEYED AUTOMATIC TRAFFIC SIGNAL 1 DRIVING TOO SLOW FOR CONDITIONS OR SLOW VEH (EG. TRACTOR) 1 AGGRESSIVE DRIVING 1 NERVOUS/UNCERTAIN/PANIC 1 DEFECTIVE STEERING OR SUSPENSION 1 DISTRACTION OUTSIDE VEHICLE 1 INEXPERIENCE OF DRIVING ON THE LEFT 1 PASSING TOO CLOSE TO CYCLIST, HORSE RIDER, OR PEDESTRIAN 1 PEDESTRIAN WEARING DARK CLOTHING AT NIGHT 1 Grand Total 399

Table 3.18.1 A9 Accident Analysis Contributory Factors

4.0 Dunblane to Greenloaning – Injury Accident Analysis

A similar analysis of injury accidents has been carried out for the Dunblane to Greenloaning section (shown in Figure 4.1 below) to that carried out in section 3 of this report for the A9 Keir Roundabout to Inveralmond Roundabout. Any issues that have arisen are summarised in this section of the report. The full results are contained in appendix C.

Figure 4.1 A9 Dunblane to Greenloaning Section Extents and Accident Plot

4.1 Accident Numbers and Severity Ratio

There were 51 injury accidents on this section between 2007 and 2011. Of these injury accidents 37 were slight, 14 were serious and none were fatal. It is apparent from the accident data shown in figure 4.1.1 below that the number of injury accidents has fallen over the selected time period from 18 in 2007 to 5 in 2011. 35% of the injury accidents (18) for the period 2007 to 2011 occurred in 2007. The percentage of KSI accidents, shown in Figure 4.1.2 below, is 27% for the time period 2007 to 2011. This is 1% higher than for the A9 Keir Roundabout to Inveralmond Roundabout (26%) but the same as the percentage of KSI for the whole of the north east trunk road network (27%).

A9 Dunblane to Greenloaning 2007-2011 0%

18 27% 16 14 12 10 FATAL 8 SERIOUS 6 4 SLIGHT 2 73% 0 2007 2008 2009 2010 2011 Figure 4.1.1 A9 Dunblane to Greenloaning Figure 4.1.2 Severity Ratio Injury Accident numbers 2007 – 11

4.2 Vehicle Type

The injury accident data for this section of the A9 has been filtered to show the vehicle types involved in each collision. This is shown in Figure 4.2.1 below. Please note cars have been omitted from this for clarity. The main issue highlighted by this is the high proportion of accidents involving HGVs over 7.5T, which is similar to the vehicle type issue for the A9 Keir Roundabout to Inveralmond Roundabout section as discussed in section 3.3 of this report. This location also has a spike in accidents involving agricultural vehicles.

10 9 8 7 6 5 FATAL 4 SERIOUS 3 SLIGHT

Number of Accidents Numberof 2 1 0 PSV Pedal 2 Wheel 2 3.5 - 7.5T - 3.5 Motorised Vans/HGV Agricultural HGV<3.5T HGV>7.5T Vehicle Type Figure 4.2.1 A9 Dunblane to Greenloaning Number of Accidents Involving Specific Vehicle types

The data has been compared with the data for the A9 Keir Roundabout to Inveralmond Roundabout and with the data for the whole of the north east network (Figure 4.2.2). The involvement of agricultural vehicles is particularly exaggerated on this section (Dunblane to Greenloaning) with 6% of accidents (three out of 51) involving agricultural vehicles compared to 2% (37 out of 2158) over the whole of the north east trunk road network, although it should be noted that accident numbers are relatively small. Further analysis has indicated that there is a fair to indicative confidence that this is statistically significant (P < 0.15). It is believed this spike is predominantly due to the prolific number of farm and field accesses within the area. The issue with large HGVs is consistent with that already identified over the whole of the A9 Keir Roundabout to Inveralmond Roundabout section. There is also a spike in collisions involving pedal cycles. All three of these collision occurred in the vicinity of Keir Roundabout, however, there have been none recorded since 2009.

A9 Dunblane to Greenloaning vs Whole of North East

20 % HGV 7.5T+ 20%

DUNBLANE TO 15% GREENLOANING 6% Agricultural A9 (NE)

% 10%

WHOLE OF NE 5%

0% HGV <3.5TVan / HGV HGV >7.5TAgricultural PSV 2 Wheel Pedal 3.5 - 7.5T Motorised

Figure 4.2.2 A9 Dunblane to Greenloaning, A9 Route and North East Unit Ratio of Vehicle Types

4.3 Towing

The injury accidents for Dunblane to Greenloaning have been filtered to show whether the accident involved a vehicle towing or not, the results of which are shown in Figure 4.3.1. There were 12 injury accidents in total (six slight and six serious).

A9 Dunblane to Greenloaning 2007-2011

40 30 20 FATAL Total 10 SERIOUS Accidents 0 SLIGHT Not Towing Vehicle Towing Vehicle Involved Involving Towing Figure 4.3.1 A9 Dunblane to Greenloaning Number of Accidents Involving Towing

The above information has been compared to the injury accident data held for the A9 Keir Roundabout to Inveralmond Roundabout and the entire north east trunk road network (Figure 4.3.2). This comparison shows a relatively high proportion of accidents involve towing on the Greenloaning to Dunblane section (24%) compared with the entire north east trunk road network (7%). It is also apparent that vehicles involving towing on the Dunblane to Greenloaning section are more likely to be higher severity with six out of the 12 accidents are of serious severity (50%). Further analysis has determined that this pattern in towing accidents is directly linked to the prevalence of HGV and agricultural vehicle collisions, as many of these are articulated.

100% 90% DUNBLANE TO 80% GREENLOANING 70% 60% A9 (NE)

% 50% 40% WHOLE OF NE 30% 20% 10% 0% Towing Vehicle Not Involving Towing Involved Vehicle

Figure 4.3.2 Ratio of A9 Dunblane to Greenloaning, A9 Route and North East Unit Accidents Involving Towing 43

4.4 Accident Rate

The graph in section 4.1 shows that there is a very high percentage of accidents on the Dunblane to Greenloaning section that occurred in 2007. The accident rate has therefore been recalculated omitting this year:

Injury Accident Rate (per mvk*) = Number of Injury Accidents x10 8 Number of days x traffic flow x length of route

= 31 x10 8 / (365 x 4 x 11.12 x 28416)

= 7.15 injury accidents per mvk

This is lower than the Scottish national average for dual carriageways (7.7 injury accidents per 100mvk). It may be the case that the accidents causing the higher rate in the Dunblane to Greenloaning section from 2007-11 are now dissipating and it may be more appropriate to merely continue to monitor the injury accident rate in this location to ensure it remains below the Scottish national average.

The issue raised in 4.3 above with regard to injury accidents involving towing vehicles remains a factor even if the data from 2007 is omitted. The percentage is reduced from 24% to 17% however this remains high in comparison to the entire north east trunk road network (7%).

5.0 Blackford to Shinafoot

A similar analysis of injury accidents has been carried out for the Blackford to Shinafoot section (shown in Figure 5.1 below) to that carried out in section 3 of this report for the A9 Keir Roundabout to Inveralmond Roundabout. Any issues that have arisen are summarised in this section of the report. The full results are contained in appendix D.

Figure 5.1 A9 Blackford to Shinafoot Section Extents and Accident Plot

5.1 Accident Numbers and Severity Ratio

There were 39 injury accidents on this section between 2007 and 2011. Of these injury accidents 32 were slight, four were serious and three were fatal. It is apparent from Figures 5.1.1 and 5.1.2 below that the number of injury accidents has fallen over the selected time period from eight in 2007 to three in 2011 with a high of 11 in 2009. The percentage of KSI accidents is 18% for the time period 2007 to 2011; this is far lower than for the A9 Keir Roundabout to Inveralmond Roundabout (26%) or the whole of the north east trunk road network (27%). The percentage of fatal injury accidents, however, is high in this section with 8% compared to 4% for the A9 Keir Roundabout to Inveralmond Roundabout or and 3% for the whole of the north east trunk road network.

A9 Blackford to Shinafoot 2007-2011 8%

10% 14 12 10

8 FATAL 6 SERIOUS 4 SLIGHT 2 0 2007 2008 2009 2010 2011 82% Year Figure 5.1.1 A9 Blackford to Shinafoot Figure 5.1.2 Severity Ratio Injury Accident numbers 2007 – 11

5.2 Single Vehicle Accidents

The injury accidents on the Blackford to Shinafoot section have been filtered to show the single vehicle injury accidents. As shown in Figure 5.2.1, there were 20 injury accidents involving only a single vehicle and 19 involved multiple vehicles.

A9 Blackford to Shinafoot 2007-2011

20 15 FATAL Total Accidents 10 SERIOUS SLIGHT 5

0 Single Vehicle Multiple Vehicle Year Figure 5.2.1 A9 Blackford to Shinafoot Single/Multiple Vehicle Accidents

This data has also been compared against the A9 Keir Roundabout to Inveralmond Roundabout and the whole of the north east trunk road network. Figure 5.2.2 below shows that there is an issue on the Blackford to Shinafoot section with single vehicle accidents. 51% of injury accidents (20 out of 39) involved a single vehicle on this section compared with 35% on both the A9 Keir Roundabout to Inveralmond Roundabout and the whole of the north east trunk road network. Further analysis indicates there is high confidence level that this is statistically significant (P = 0.05)

51% single vehicle vs 35% single vehicle 70% BLACKFORD TO SHINAFOOT 60% A9 (NE) 50%

40% WHOLE OF NE % 30%

20%

10%

0% Single Vehicle Multiple Vehicle Figure 5.2.2 A9 Blackford to Shinafoot, A9 Route and North East Unit Ratio of Single/Multiple Vehicle Accidents

5.3 Vehicle Type

The injury accident data has been filtered by vehicle type to show if there is a problem with a particular vehicle on the Blackford to Shinafoot section. This is shown in Figure 5.3.1 below although this omits cars as a vehicle type for clarity.

5 4.5 4 3.5 3 2.5 FATAL 2 SERIOUS

Total Accidents Total 1.5 SLIGHT 1 0.5 0 PSV Pedal 2 Wheel 2 Motorised 3.5 - 7.5T - 3.5 Vans/HGV Agricultural HGV <3.5T HGV >7.5T HGV Vehicle Type Figure 5.3.1 A9 Blackford to Shinafoot Vehicle Types

The data has been compared with the data for the A9 Keir Roundabout to Inveralmond Roundabout and with the data for the whole of the north east network and is shown in Figure 5.3.2 below. The main issue highlighted by this is the higher proportion of accidents involving HGVs over 7.5T, although the over- representation is significantly lower in this section. BLACKFORD TO SHINAFOOT A9 (NE) 20% WHOLE OF NE 15%

% 10%

0% HGV <3.5T Van / HGV HGV >7.5T Agricultural PSV 2 Wheel Pedal 3.5 - 7.5T Motorised Figure 5.3.2 A9 Blackford to Shinafoot, A9 Route and North East Unit Ratio of Vehicle Types

5.4 Roadside Strikes

The injury accidents have been filtered to show only accidents involving a vehicle leaving the carriageway and striking a roadside object (eg. a tree, barrier, lighting column etc.) for the Blackford to Shinafoot section. This has been compared to the data for the A9 Keir Roundabout to Inveralmond Roundabout and the entire north east trunk road network. There were 22 accidents involving roadside strikes against 17 that did not as shown in Figure 5.4.1 below.

A9 Blackford to Shinafoot 2007-2011

25 20 FATAL 15 SERIOUS 10 SLIGHT 5 Total Accidents Total 0 Didn't Hit Object Hit Left Carriageway and Hit / Didn't Hit Object

Figure 5.4.1 A9 Blackford to Shinafoot Roadside Strikes

The graph below shows a comparison of this data. The Blackford to Shinafoot section has a very high percentage of roadside strikes (56% - 22 out of 39) compared with the A9 Keir Roundabout to Inveralmond Roundabout (35% - 68 out of 192) and the entire north east trunk road network (31% - 666 out of 2158). Further analysis indicates a very high level of confidence that this result is statistically significant (P < 0.01).

BLACKFORD TO 70% SHINAFOOT 60% A9 (NE) 50% 40% WHOLE OF NE % 30% 20% 10% 0% Hit Object Didn't Hit Object Figure 5.4.2 A9 Blackford to Shinafoot, A9 Route and North East Unit Roadside Strikes 49

The data was analysed on a map to determine where the majority of these roadside strikes occurred and filtered again to remove safety barrier strikes. It resulted in the area around the Gleneagles junction being highlighted as shown in Figure 5.4.3 below:

Figure 5.4.3 A9 Gleneagles Area Roadside Strike Accident Plot

The data for the Gleneagles section has been compared against the Blackford to Shinafoot section, the A9 Keir Roundabout to Inveralmond Roundabout and the entire north east trunk road network. The results are shown in Figure 5.4.4 below:

Roadside Strikes Comparison

80%

70%

60%

50% A9 (NE) WHOLE OF NE

% 40% Blackford to Shinafoot

30% Gleneagles

20%

10%

0% Hit Object Didn't Hit Object Figure 5.4.4 A9 Gleneagles, Blackford to Shinafoot, A9 Route and North East Unit Roadside Strikes Ratios

This shows that there is an issue with roadside strikes in the vicinity of the Gleneagles junction that may require further investigation and remedial measures to address the issue.

5.5 Vehicle Manoeuvres

The injury accidents have been filtered by vehicle manoeuvre to show the number of different manoeuvres involved in the various accidents on the Blackford to Shinafoot section. This has been compared to the data for the A9 Keir Roundabout to Inveralmond Roundabout and the entire north east trunk road network.

5 60% KSI 4.5 4 3.5 3 2.5 FATAL 2 SERIOUS 1.5 SLIGHT Total Accidents Total 1 0.5 0 Parked Stopping Slowing/ MovingOff Overtaking TurningLeft but heldbut up Waitinggo to TurningRight ChangingLane Vehicle Manouevres

Figure 5.5.1 A9 Blackford to Shinafoot Vehicle Manoeuvres

From analysis of this data, shown in Figure 5.5.2, it is apparent that there is an issue with injury accidents involving vehicles turning right. The proportion of this accident type within the Blackford to Shinafoot is similar to that of the entire north east trunk road network. However, the issue is the ratio of KSI accidents within this. 60% (three out of five) of the injury accidents involving vehicles turning right resulted in a serious or fatal injury, compared to 29% (84 out of 286) for injury accidents involving a right turning vehicle on the entire trunk road network. Whilst the numbers for the section are low and therefore statistically insignificant, it does follow the trend of the route.

BLACKFORD TO A9 Blackford to Shinafoot vs Whole of North East SHINAFOOT A9 (NE)

16% WHOLE OF NE 14%

12% 10%

% 8%

6% 4% 2% 0% Changing Overtaking Turning Turning Waiting to Moving Off Parked Slowing / Lane Left Right go but held Stopping up Figure 5.5.2 A9 Blackford to Shinafoot, A9 Route and North East Unit Ratio of Vehicle Manoeuvres

5.6 Junction Type

The injury accidents have been filtered by junction type to show the number of accidents occurring at each junction type within the Blackford to Shinafoot section. This has been compared to the data for the A9 Keir Roundabout to Inveralmond Roundabout and the entire north east trunk road network, as shown in Figure 5.6.1.

A9 Blackford to Shinafoot 2007-2011 10

7 FATAL 6 SERIOUS

5 SLIGHT

4 TotalAccidents 3

0 Slip Road Slip Y Junction Junction Y Junction Crossroads entrance Roundabout Other Junction Other T or Staggered or T Private Driveor Private Multiple Junction Multiple Mini Roundabout Mini Junction Type Figure 5.6.1 A9 Blackford to Shinafoot Junction Type

As shown on the graph below there is high percentage of accidents occurring at T or Staggered junctions (26% - 10 out of 39) compared with the A9 Keir Roundabout to Inveralmond Roundabout (17% - 32 out of 192) and the entire north east trunk road network (18% - 399 out of 2158).

30%

25%

BLACKFORD TO SHINAFOOT 20% A9 (NE) WHOLE OF NE

% 15%

10%

0% n t t io tion ion ou ad t c bou b o c n a nct u d da unction ssroads J u n J Jun o un Y r le o ou Slip R C ip R R lt ther J ini O Mu M

rivate Drive or entrance T or Staggered P Figure 5.6.2 A9 Blackford to Shinafoot, A9 Route and North East Unit Ratio of Junction Types

The injury accidents involving right turning vehicles at T or staggered junctions within the Blackford to Shinafoot section have been plotted in Figure 5.6.3 to identify where they have occurred. This has shown that the issue is caused by two junctions, Auchterarder and Bardrill. Bardrill junction was closed in 2010 therefore this is no longer a concern. Auchterarder junction had an accident remedial measure in the form of a vehicle activated warning sign on the northbound approach to the junction, installed in March 2013. In the longer term, there may be scope to restrict right-turn movements at this junction by diverting traffic via the local road network and the nearby A9 Loaninghead Interchange. However, this will require extensive consultation with the Perth and Kinross Council, Police Scotland and local representatives before the feasibility of this can be determined.

Auchterarder Junction. 4 injury accidents involving right turning vehicles

Bardrill Junction. 1 injury accident involving a right turning vehicle – Junction Now Closed

Figure 5.6.3 A9 Blackford to Shinafoot Right Turn Accidents at T Junctions

6.0 Moving Cursor Analysis

6.1 Moving Cursor Programme - 10 Year Analysis

The Moving Cursor Programme (MCP) process is used on an annual basis to identify accident clusters on the trunk road network. It highlights clusters on the network where there have been three or more injury accidents within a 100 metre radius over a three year period, which are then analysed further and used as the basis for the Strategic Road Safety Programme.

For the purposes of this exercise the MCP process has been used, but the variables have been manipulated in order to identify any particular collision locations that have existed over a longer time period, with lower accident frequencies.

The programme has been run over a 10 year period on the A9 Keir Roundabout to Inveralmond Roundabout. This identified clusters with ten injury accident over the 10 year period. The programme was then altered to show clusters of nine, eight, seven, six and five accidents to provide a prioritised list of cluster sites for the 10 year period from 2002 to 2011. Full Results are contained in Appendix E.

The results are shown in Figures 6.1.1 to 6.1.5 below:

Figure 6.1.1 A9 Keir to Inveralmond Revised Moving Cursor Programme Analysis Minimum Accident Cluster Size 10 in 10 Years

Figure 6.1.2 A9 Keir to Inveralmond Revised Moving Cursor Programme Analysis Minimum Accident Cluster Size 8 in 10 Years

Figure 6.1.3 A9 Keir to Inveralmond Revised Moving Cursor Programme Analysis Minimum Accident Cluster Size 7 in 10 Years

Figure 6.1.4 A9 Keir to Inveralmond Revised Moving Cursor Programme Analysis Minimum Accident Cluster Size 6 in 10 Years

Figure 6.1.5 A9 Keir to Inveralmond Revised Moving Cursor Programme Analysis Minimum Accident Cluster Size 5 in 10 Years

6.2 Moving Cursor Programme - 10 Year Results

The Moving Cursor Programme analysis over a 10 year period has yielded 14 injury accident cluster sites in total for the A9 Keir Roundabout to Inveralmond Roundabout section. Of the 14 sites identified only four have not been identified and / or treated through the Strategic Road Safety Programme within the previous five years. This is summarised in Figure 6.2.1 below:

Figure 6.2.1 A9 Keir to Inveralmond Revised Moving Cursor Programme Analysis Summary of Historical Site Treatments

The remaining sites are:

• Balhaldie Services • Auchterarder Bypass • Crieff Road Junction • Inveralmond Roundabout

These sites should be investigated and analysed for treatable trends within the accidents. The sites that have already been identified should continue to be monitored through the annual Moving Cursor Programme.

7.0 Recommendations

The accident analysis summarised in sections 3, 4, 5 and 6 of this report has been considered and the further action necessary is detailed below:

7.1 – Right Turning Vehicles & T or Staggered Junctions

An issue has been identified with vehicles turning right and also with vehicles using T or staggered junctions within the A9 Keir Roundabout to Inveralmond Roundabout section. This issue was also reflected within the Blackford to Shinafoot section, particularly the Auchterarder junction. The main concern over this accident trend is that when accidents occur involving this manoeuvre and / or at this type of junction the accident tends to be of high injury severity (KSI).

However as the great majority of these have occurred at locations that have been investigated and, in many cases, treated with accident remedials measures in recent years, it is recommended that this situation is monitored through the standard Moving Cursor Programme process.

One location where further investigation is recommended is the Auchterarder junction. As mentioned in section 5.6 there may be scope in the longer term to restrict right-turn manoeuvres at this location. A study to determine the feasibility of this is recommended.

7.2 – Gleneagles Roadside Strikes

An issue has been identified on the Gleneagles section of the A9 with vehicles leaving the carriageway and striking roadside objects. It is recommended that a study is carried out to assess the feasibility of carrying out remedial measures to remove and / or reduce the severity of these types of accidents. This will likely be through removal of street furniture where possible, provision of safety barriers where necessary and upgrading of posts and columns to be passively safe.

7.3 – Large Heavy Goods Vehicles (>7.5T)

A trend has been identified with HGVs >7.5T being involved in accidents on the A9 from Keir Roundabout to Inveralmond Roundabout. This is difficult to target with accident remedial measures. Therefore this should be addressed through consultation with the relevant Safety Camera Partnerships and Police Scotland to ensure they are aware of the issue. In addition, this information could be used for a targeted publicity campaign, spearheaded by the A9 Safety Group.

7.4 – Agricultural Vehicles

A trend has been identified with agricultural vehicles on the Dunblane to Greenloaning section of the route. A signing review is being carried out for the A9 Keir Roundabout to Inveralmond Roundabout. This should include consideration for improvements that will raise drivers’ awareness of the amount of agricultural traffic and the numerous farm and field accesses located on the A9 in this location.

7.5 – Moving Cursor Sites

As stated in section 6, the Moving Cursor Programme process has addressed most of the issues on this section. Only four out of 14 sites identified by extending parameters of the Moving Cursor Programme had not already been identified and / or treated. The remaining four sites are as follows:

• Balhaldie Services • Auchterarder Bypass • Crieff Road Junction • Inveralmond Roundabout

These sites should be investigated and analysed for treatable trends within the injury accidents and, if necessary remedial measures can be installed that will provide an accident saving.

8.0 Conclusion

In conclusion, road safety on the A9 Keir Roundabout to Inveralmond Roundabout seems to compare favorably with the remainder of the north east trunk road network. Injury accident and casualty levels are dropping over the time period considered (2007-2011).

There are some accident trends that have been identified and discussed within this report which could potentially be treated with accident remedial measures. However the majority of the issues that have been highlighted by this accident analysis have already been investigated and / or treated within the past six years.

3G Term Contract for the Management and Maintenance of the Scottish Trunk Road Network – North East Unit A9 Keir Roundabout to Inverness Trunk Road A9 Keir Roundabout to Inveralmond Roundabout APPENDIX A

SNOWING DAYLIGHT: STREET (WITHOUT HIGH A9 10403/05 84 299425 800032 277694 699271 03/01/2008 1000 SLIGHT 70 1 1 ROUNDABOUT LIGHTS PRESENT WINDS) WET / DAMP

DAYLIGHT: STREET FINE (WITHOUT A9 10403/05 127 300047 802903 277713 699308 20/11/2008 1600 SLIGHT 70 2 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10403/05 148 331744 1001171 277730 699320 21/06/2010 1735 SLIGHT 60 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10403/05 148 331856 1001607 277730 699320 23/08/2010 1800 SLIGHT 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: NO FINE (WITHOUT A9 10403/05 179 265634 701531 277760 699326 04/06/2007 645 SLIGHT 60 1 2 ROUNDABOUT STREET LIGHTING HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10403/05 179 299885 802107 277760 699326 22/08/2008 900 SLIGHT 60 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: NO FINE (WITHOUT A9 10403/05 179 324104 902618 277760 699326 17/11/2009 1000 SLIGHT 60 2 3 ROUNDABOUT STREET LIGHTING HIGH WINDS) DRY

DAYLIGHT: NO RAINING (WITHOUT A9 10403/05 207 287747 801939 277802 699317 06/08/2008 1630 SLIGHT 60 1 1 ROUNDABOUT STREET LIGHTING HIGH WINDS) WET / DAMP

DAYLIGHT: STREET FINE (WITHOUT A9 10403/05 211 300113 803221 277789 699319 21/12/2008 1000 SLIGHT 70 1 1 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) WET / DAMP

DAYLIGHT: STREET FINE (WITHOUT A9 10403/05 220 309595 901293 277840 699335 04/06/2009 840 SERIOUS 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10403/05 233 270302 700245 277815 699298 23/01/2007 750 SLIGHT 60 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) WET / DAMP

Issue: 4.0 Date: November 2012 Scheme ID: 12/NE/0805/326 3G Term Contract for the Management and Maintenance of the Scottish Trunk Road Network – North East Unit A9 Keir Roundabout to Inverness Trunk Road A9 Keir Roundabout to Inveralmond Roundabout APPENDIX A

DAYLIGHT: NO FINE (WITHOUT A9 10403/05 233 311372 901626 277816 699300 17/07/2009 1500 SLIGHT 60 1 2 ROUNDABOUT STREET LIGHTING HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10403/05 233 347402 1100446 277808 699302 25/02/2011 1800 SLIGHT 60 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) WET / DAMP

DAYLIGHT: STREET A9 10403/05 246 270386 702975 277816 699295 02/11/2007 1000 SLIGHT 60 1 2 ROUNDABOUT LIGHTS PRESENT UNKNOWN DRY

DAYLIGHT: NO FINE (WITHOUT A9 10403/05 246 321659 900471 277820 699290 24/02/2009 955 SLIGHT 70 1 2 ROUNDABOUT STREET LIGHTING HIGH WINDS) WET / DAMP

DAYLIGHT: STREET FINE (WITHOUT A9 10403/05 250 331594 1000475 277817 699293 06/03/2010 1645 SLIGHT 70 2 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10403/05 377 265951 702020 277776 699193 27/07/2007 1735 SERIOUS 70 4 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10403/14 663 309379 900353 277405 699893 10/02/2009 1300 SLIGHT 70 2 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

DAYLIGHT: NO FINE (WITHOUT A9 10403/14 1416 265913 701821 277051 700551 05/07/2007 1600 SLIGHT 60 1 2 ROUNDABOUT STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10403/14 1433 324146 902837 277043 700566 10/12/2009 945 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10403/14 1736 309399 900469 276903 700831 24/02/2009 150 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) FROST / ICE

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT A9 10403/15 1563 299466 800266 277499 699755 25/01/2008 1630 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10403/15 1770 265948 702007 277596 699573 26/07/2007 1700 SLIGHT 70 1 4 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10403/15 1774 299765 801623 277598 699569 24/06/2008 1820 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: STREET FINE (WITHOUT A9 10403/15 1779 266229 702191 277600 699565 13/08/2007 1730 SERIOUS 70 1 4 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10403/15 1906 267060 702991 277659 699455 05/11/2007 1700 SERIOUS 60 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

DAYLIGHT: STREET LIGHTING A9 10403/15 2050 331754 1001211 277734 699335 26/06/2010 915 SLIGHT 70 1 2 ROUNDABOUT UNKNOWN UNKNOWN DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10408/06 269 351039 1101104 276958 701741 30/05/2011 1320 SERIOUS 70 4 4 JUNCTION STREET LIGHTING HIGH WINDS) DRY

DAYLIGHT: NO FINE (WITHOUT A9 10408/12 0 305400 901798 278929 703017 08/08/2009 1420 SERIOUS 60 1 1 SLIP ROAD STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10408/12 630 285180 701091 278428 702702 21/04/2007 1700 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10408/12 1595 299964 802459 277612 702230 05/10/2008 1440 SERIOUS 70 7 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10411/05 89 332178 1001967 278971 703062 12/10/2010 1915 SERIOUS 60 2 3 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10411/05 932 331873 1001686 279609 703580 29/08/2010 1600 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10411/05 1391 331661 1000845 279927 703903 20/04/2010 1630 SLIGHT 70 1 3 JUNCTION STREET LIGHTING HIGH WINDS) DRY

DAYLIGHT: NO RAINING WITH A9 10411/06 1 351407 1102046 281250 705220 17/10/2011 845 SLIGHT 70 1 2 OTHER JUNCTION STREET LIGHTING HIGH WINDS WET / DAMP

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10411/06 1584 299499 800444 280157 704113 12/02/2008 630 SLIGHT 70 2 5 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10411/06 2066 309562 901166 279825 703775 17/05/2009 1100 SERIOUS 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10411/06 2139 265103 701029 279775 703724 13/04/2007 1735 SLIGHT 70 1 4 JUNCTION STREET LIGHTING HIGH WINDS) DRY

DARKNESS: NO FINE (WITHOUT A9 10411/06 2627 331570 1000369 279439 703381 23/02/2010 2030 SERIOUS 70 5 4 OTHER JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10413/00 326 252299 2703 281472 705468 02/06/2007 2140 SERIOUS 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10413/00 1457 337044 926 282282 706278 05/03/2011 2245 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10413/50 756 248105 1791 282308 706282 28/03/2007 1225 SERIOUS 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

USING PRIVATE DRIVE OR DAYLIGHT: NO FINE (WITHOUT A9 10413/50 899 254994 1386 282208 706182 18/02/2007 1515 SLIGHT 30 1 4 ENTRANCE STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10413/50 1199 252316 2796 281999 705971 29/06/2007 1400 SERIOUS 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN DARKNESS: STREET 20 METRES OF LIGHTING FINE (WITHOUT A9 10413/50 1928 266530 702693 281490 705460 14/09/2007 2210 SLIGHT 70 1 6 JUNCTION UNKNOWN HIGH WINDS) DRY

USING PRIVATE DRIVE OR DARKNESS: NO FINE (WITHOUT A9 10413/50 2186 258909 3857 281310 705280 21/09/2007 2015 SLIGHT 70 1 7 ENTRANCE STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO RAINING WITH A9 10413/50 2257 351408 1102047 281260 705230 17/10/2011 850 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS WET / DAMP

DAYLIGHT: NO FINE (WITHOUT A9 10415/05 2 247007 1631 282881 706859 18/02/2007 1315 SLIGHT 30 1 2 SLIP ROAD STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10415/05 106 252326 2870 282967 706915 29/06/2007 250 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

DARKNESS: NO RAINING (WITHOUT A9 10415/05 111 322125 2004 282972 706917 14/05/2010 307 SERIOUS 70 2 1 SLIP ROAD STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10415/05 202 312039 3895 283050 706960 30/11/2009 1412 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN DARKNESS: STREET 20 METRES OF LIGHTS PRESENT FINE (WITHOUT A9 10415/05 981 300612 1937 283800 707118 03/06/2009 2310 SLIGHT 70 3 1 JUNCTION AND LIT HIGH WINDS) DRY

NOT AT OR WITHIN DARKNESS: STREET 20 METRES OF LIGHTS PRESENT RAINING (WITHOUT A9 10415/05 1116 327470 2621 283930 707151 20/09/2010 200 SERIOUS 70 2 1 JUNCTION AND LIT HIGH WINDS) WET / DAMP

NOT AT OR WITHIN DARKNESS: STREET 20 METRES OF LIGHTS PRESENT FINE (WITHOUT A9 10415/05 2395 284886 4602 285018 707786 29/11/2008 430 SLIGHT 70 2 1 JUNCTION AND LIT HIGH WINDS) WET / DAMP

USING PRIVATE DRIVE OR DAYLIGHT: NO FINE (WITHOUT A9 10415/05 3006 327066 2361 285507 708137 06/08/2010 805 SLIGHT 70 1 2 ENTRANCE STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10415/05 3175 300980 2374 285667 708183 10/07/2009 1625 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO A9 10415/05 3463 242379 1210 285950 708220 21/01/2007 715 SLIGHT 70 1 2 JUNCTION STREET LIGHTING OTHER FROST / ICE

USING PRIVATE DRIVE OR DAYLIGHT: NO FINE (WITHOUT A9 10415/06 1380 252033 2120 285422 708067 04/05/2007 1710 SERIOUS 70 1 1 ENTRANCE STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10415/60 1105 322438 1901 287890 708559 16/06/2010 1300 SLIGHT 70 4 3 JUNCTION STREET LIGHTING HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: STREET RAINING (WITHOUT A9 10415/60 2454 300671 2329 289318 708518 15/06/2009 1605 SERIOUS 70 1 4 JUNCTION LIGHTS PRESENT HIGH WINDS) WET / DAMP

"T" OR STAGGERED DAYLIGHT: STREET FINE (WITHOUT A9 10415/60 2457 260850 4060 289320 708518 12/10/2007 1035 SERIOUS 70 3 2 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: STREET FINE (WITHOUT A9 10415/60 2457 312011 3844 289320 708518 09/11/2009 745 SERIOUS 70 2 2 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: STREET FINE (WITHOUT A9 10415/61 13 315909 67 289320 708492 01/12/2009 845 SERIOUS 70 2 2 JUNCTION LIGHTS PRESENT HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: STREET FINE (WITHOUT A9 10415/61 77 305472 3025 289259 708476 12/09/2009 635 SLIGHT 70 1 1 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT A9 10415/61 1160 242361 1166 288190 708530 12/01/2007 920 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

"T" OR STAGGERED DAYLIGHT: NO FINE (WITHOUT A9 10418/06 1714 292385 1016 291140 709521 27/02/2009 810 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

Road Accident Accident Accident Accident Speed Number Of Number Of Road Surface Name Section Code Metres Uid Code Easting Northing Accident Date Time Severity Limit Casualtys Vehicles Junction Detail Light Conditions Weather ConditionFLOOD (SURFACE NOT AT OR WITHIN WATER OVER 20 METRES OF DAYLIGHT: NO FINE (WITHOUT 3CMS (1 INCH) A9 10418/06 2108 335759 320 291548 709638 14/01/2011 1330 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DEEP )

DARKNESS: NO FINE (WITHOUT A9 10418/06 2852 289322 788 292326 709832 27/01/2009 1945 SLIGHT 70 1 1 SLIP ROAD STREET LIGHTING HIGH WINDS) DRY

"T" OR STAGGERED DARKNESS: NO RAINING (WITHOUT A9 10418/06 3018 271006 2405 292462 709949 11/04/2008 2115 SLIGHT 60 1 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10418/06 3044 315966 235 292479 709971 04/12/2009 840 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) FROST / ICE

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT A9 10418/07 184 340951 1907 292376 709845 18/06/2011 1235 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10418/07 297 294044 1767 292281 709788 11/05/2009 1230 SERIOUS 60 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10418/07 377 278834 3235 292207 709758 12/07/2008 1300 SLIGHT 70 2 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO RAINING (WITHOUT A9 10418/07 678 311691 3656 291915 709694 30/10/2009 2120 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10418/07 797 315970 246 291800 709672 28/12/2009 1120 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) SNOW

"T" OR STAGGERED DARKNESS: NO FINE (WITHOUT A9 10418/07 817 284883 4599 291780 709668 26/11/2008 1730 SERIOUS 70 2 4 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

USING PRIVATE DRIVE OR DAYLIGHT: NO FINE (WITHOUT A9 10418/07 1035 258883 3681 291569 709627 10/09/2007 1445 SLIGHT 70 1 1 ENTRANCE STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE WITH HIGH A9 10418/07 1305 304216 2984 291308 709568 12/08/2009 1525 SLIGHT 70 1 2 JUNCTION STREET LIGHTING WINDS DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10418/07 1330 269624 1594 291283 709561 25/03/2008 1835 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10418/07 3174 344971 2355 289708 708665 27/08/2011 1000 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: STREET FINE (WITHOUT A9 10421/15 915 272784 3021 292748 710857 19/05/2008 1015 FATAL 70 1 1 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN DARKNESS: STREET 20 METRES OF LIGHTS PRESENT FINE (WITHOUT A9 10421/15 1239 283057 4429 292884 711148 29/10/2008 220 SLIGHT 70 1 1 JUNCTION AND LIT HIGH WINDS) WET / DAMP

DARKNESS: STREET "T" OR STAGGERED LIGHTS PRESENT FINE (WITHOUT A9 10421/15 1472 252060 2223 293025 711349 15/05/2007 255 SLIGHT 60 2 1 JUNCTION AND LIT HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: STREET FINE (WITHOUT A9 10421/15 1483 320304 1088 293035 711335 03/03/2010 820 SLIGHT 70 2 2 JUNCTION LIGHTS PRESENT HIGH WINDS) FROST / ICE

DARKNESS: STREET "T" OR STAGGERED LIGHTS PRESENT FINE (WITHOUT A9 10421/15 1490 260867 4134 293040 711340 18/10/2007 2100 SERIOUS 70 1 2 JUNCTION AND LIT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10421/15 1497 292667 1415 293045 711345 14/03/2009 1615 SLIGHT 70 1 2 SLIP ROAD LIGHTS PRESENT HIGH WINDS) DRY

DARKNESS: STREET "T" OR STAGGERED LIGHTS PRESENT FINE (WITHOUT A9 10421/15 1497 320679 1631 293045 711345 22/04/2010 2100 SLIGHT 70 2 2 JUNCTION AND LIT HIGH WINDS) DRY

DARKNESS: STREET "T" OR STAGGERED LIGHTS PRESENT FINE (WITHOUT A9 10421/30 3 242394 1244 293050 711340 29/01/2007 740 FATAL 70 2 2 JUNCTION AND LIT HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: STREET FINE (WITHOUT A9 10421/30 24 252785 2887 293045 711315 05/07/2007 1055 SLIGHT 70 1 1 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: STREET FINE (WITHOUT A9 10421/30 314 300674 2335 292868 711091 26/06/2009 840 SLIGHT 70 1 2 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

DARKNESS: NO FINE (WITHOUT A9 10421/30 1288 349806 303 292606 710168 25/12/2011 2045 SLIGHT 70 2 1 SLIP ROAD STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT A9 10422/05 310 267200 624 293301 711529 22/12/2007 1040 SLIGHT 70 2 1 JUNCTION STREET LIGHTING HIGH WINDS) FROST / ICE

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT A9 10422/05 508 267201 625 293461 711638 22/12/2007 1035 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) FROST / ICE

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO A9 10422/05 649 267198 619 293578 711713 22/12/2007 1015 SLIGHT 70 1 2 JUNCTION STREET LIGHTING OTHER FROST / ICE

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10422/05 1055 325424 1977 293921 711918 01/07/2010 1620 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10422/05 2056 300625 2077 294809 712342 12/06/2009 1000 SLIGHT 70 4 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10422/50 596 300970 2326 295114 712440 03/07/2009 2020 SERIOUS 70 3 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO RAINING (WITHOUT A9 10422/50 867 335754 311 294861 712347 04/01/2011 2200 FATAL 70 1 4 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN SNOWING 20 METRES OF DAYLIGHT: NO (WITHOUT HIGH A9 10422/50 1821 267545 1017 294006 711947 10/01/2008 1315 SLIGHT 70 1 1 JUNCTION STREET LIGHTING WINDS) SNOW

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10422/50 2363 249168 1755 293544 711673 04/04/2007 1950 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

USING PRIVATE DRIVE OR DAYLIGHT: STREET FINE (WITHOUT A9 10424/05 202 292388 1075 295798 712833 19/02/2009 840 SLIGHT 70 2 2 ENTRANCE LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10424/05 610 252814 3075 296107 713094 20/07/2007 2110 SLIGHT 70 4 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10424/05 710 318089 622 296181 713160 11/02/2010 1300 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10424/05 2288 258878 3674 297230 714316 08/09/2007 1700 SLIGHT 50 2 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10424/05 3182 269598 1359 297731 715049 18/03/2008 800 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: STREET FINE (WITHOUT A9 10424/05 4073 274179 2975 298267 715747 18/06/2008 1305 SLIGHT 70 2 2 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: STREET FINE (WITHOUT A9 10424/05 4077 252038 2132 298269 715751 02/05/2007 1440 SLIGHT 70 1 2 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: STREET FINE (WITHOUT A9 10424/50 3 260853 4067 298287 715742 13/10/2007 805 SLIGHT 70 1 2 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: STREET FINE (WITHOUT A9 10424/50 7 337072 1061 298285 715738 01/03/2011 1725 SERIOUS 70 1 2 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO RAINING (WITHOUT A9 10424/50 2121 311972 58 297054 714044 26/11/2009 2120 SERIOUS 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN SNOWING 20 METRES OF DAYLIGHT: NO (WITHOUT HIGH A9 10424/50 3275 247009 1746 296266 713215 27/02/2007 803 SLIGHT 70 1 1 JUNCTION STREET LIGHTING WINDS) SNOW

"T" OR STAGGERED DAYLIGHT: NO RAINING (WITHOUT A9 10424/50 3483 289310 558 296111 713078 25/01/2009 930 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) SNOW

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: STREET FINE (WITHOUT A9 10425/07 176 260865 4132 298358 715901 17/10/2007 1345 SLIGHT 70 1 3 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FOG (OR MIST IF A9 10425/07 1509 332544 287 299309 716783 29/12/2010 1850 FATAL 70 3 2 JUNCTION STREET LIGHTING HAZARD) WET / DAMP

"T" OR STAGGERED DAYLIGHT: NO FINE (WITHOUT A9 10425/07 2448 252822 3110 300108 717223 23/07/2007 1525 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

"T" OR STAGGERED DARKNESS: NO FINE (WITHOUT A9 10425/07 2448 336140 1059 300108 717223 23/02/2011 1805 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

"T" OR STAGGERED DARKNESS: NO FINE (WITHOUT A9 10425/07 2463 327991 2916 300117 717233 11/10/2010 640 FATAL 60 2 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: NO FINE (WITHOUT A9 10425/07 2477 242391 1235 300130 717240 27/01/2007 1140 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: NO FINE (WITHOUT A9 10425/07 2499 305481 3133 300142 717258 09/09/2009 1710 SERIOUS 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10425/07 2636 315979 328 300238 717352 04/12/2009 715 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) FROST / ICE

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/07 3124 270976 1890 300611 717649 05/04/2008 1030 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/07 3982 278861 3474 301420 717825 28/07/2008 1900 SERIOUS 70 1 3 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/07 5638 252085 2367 302690 718671 28/05/2007 745 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10425/07 5988 286190 3 302951 718892 13/12/2008 415 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT A9 10425/07 5995 341664 2109 302956 718896 28/07/2011 810 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10425/07 6216 268909 1227 303141 719008 06/02/2008 1800 SLIGHT 70 1 5 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/07 7376 252254 2456 303866 719857 01/06/2007 1140 SLIGHT 70 3 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/08 544 257766 3536 303679 719471 22/08/2007 1020 SLIGHT 70 1 3 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT A9 10425/08 2206 341654 2089 302515 718393 16/07/2011 1800 SLIGHT 70 2 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

"T" OR STAGGERED DARKNESS: NO RAINING (WITHOUT A9 10425/08 5027 318090 628 300123 717207 05/02/2010 1800 SLIGHT 70 1 4 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

"T" OR STAGGERED DARKNESS: NO FINE (WITHOUT A9 10425/08 5027 349756 22 300123 717207 05/12/2011 1540 SLIGHT 70 2 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

"T" OR STAGGERED DARKNESS: NO FINE (WITHOUT A9 10425/08 5034 328000 2950 300118 717203 17/10/2010 2210 SLIGHT 70 2 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

"T" OR STAGGERED DAYLIGHT: NO FINE (WITHOUT A9 10425/08 5056 268772 2764 300102 717188 22/03/2007 715 SLIGHT 70 2 3 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/08 5278 304213 2974 299927 717054 17/08/2009 1600 SLIGHT 50 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/08 6849 332524 169 298640 716210 23/12/2010 1515 SLIGHT 70 2 1 JUNCTION STREET LIGHTING HIGH WINDS) SNOW

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/92 86 317849 447 303953 720075 26/01/2010 750 SERIOUS 70 2 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10425/92 321 341649 2078 304058 720281 12/07/2011 400 SERIOUS 60 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

"T" OR STAGGERED DARKNESS: NO RAINING (WITHOUT A9 10425/92 1516 269626 1596 304903 721085 29/03/2008 1900 FATAL 70 3 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/92 1725 252053 2204 305110 721192 14/05/2007 1115 FATAL 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS)FLOOD DRY (SURFACE NOT AT OR WITHIN WATER OVER 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT 3CMS (1 INCH) A9 10425/92 1815 320644 1360 305169 721213 03/04/2010 1600 SERIOUS 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DEEP )

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10425/92 2204 349802 295 305522 721364 23/12/2011 2235 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) FROST / ICE

"T" OR STAGGERED DAYLIGHT: NO RAINING (WITHOUT A9 10425/92 2435 317836 325 305732 721455 11/01/2010 1555 SLIGHT 70 3 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

"T" OR STAGGERED DAYLIGHT: NO FINE (WITHOUT A9 10425/92 2440 272779 2840 305737 721457 19/05/2008 1445 SLIGHT 70 1 3 JUNCTION STREET LIGHTING HIGH WINDS) DRY

"T" OR STAGGERED DARKNESS: NO FINE (WITHOUT A9 10425/92 2440 284854 4500 305737 721457 07/11/2008 1820 FATAL 70 4 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

"T" OR STAGGERED DAYLIGHT: NO FINE (WITHOUT A9 10425/92 2444 258894 3692 305741 721459 14/09/2007 930 SLIGHT 70 3 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10425/92 2520 242332 805 305810 721490 01/01/2007 1 SLIGHT 70 3 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

USING PRIVATE DRIVE OR DAYLIGHT: NO FINE (WITHOUT A9 10425/92 3308 322088 1703 306525 721798 23/05/2010 1530 SLIGHT 70 1 1 ENTRANCE STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT A9 10425/92 3879 347624 2891 306954 722148 05/10/2011 930 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10425/92 4679 267204 629 307562 722624 24/12/2007 2120 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/92 4826 284837 4317 307700 722669 05/11/2008 815 SLIGHT 70 2 3 JUNCTION STREET LIGHTING HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/92 5330 268969 1350 308188 722762 27/02/2008 1630 SLIGHT 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: STREET FINE (WITHOUT A9 10425/92 5337 257738 3356 308194 722767 10/08/2007 1200 SLIGHT 70 3 2 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: NO FINE (WITHOUT A9 10425/92 5337 292640 1260 308194 722767 16/03/2009 1620 SLIGHT 70 1 2 ROUNDABOUT STREET LIGHTING HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/92 5337 294093 2256 308194 722767 24/05/2009 1300 SLIGHT 60 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/92 5337 347942 3238 308194 722767 08/11/2011 1255 SLIGHT 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET RAINING (WITHOUT A9 10425/92 5344 272727 2279 308197 722772 02/05/2008 1530 SLIGHT 70 2 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) WET / DAMP

DAYLIGHT: STREET FINE (WITHOUT A9 10425/92 5344 278823 3165 308197 722772 07/07/2008 1205 SERIOUS 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/92 5344 289298 524 308197 722772 21/01/2009 1555 SLIGHT 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) WET / DAMP

DAYLIGHT: STREET FOG (OR MIST IF A9 10425/92 5344 293899 1526 308197 722772 20/04/2009 630 SLIGHT 70 1 2 ROUNDABOUT LIGHTS PRESENT HAZARD) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/92 5344 300614 1944 308197 722772 04/06/2009 1225 SLIGHT 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/92 5350 322434 1895 308201 722777 21/06/2010 805 SLIGHT 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/93 43 309589 3352 308201 722773 25/06/2009 925 SLIGHT 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10425/93 357 300623 2066 307889 722696 15/06/2009 1535 SERIOUS 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS)FLOOD DRY (SURFACE NOT AT OR WITHIN WATER OVER 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT 3CMS (1 INCH) A9 10425/93 3068 300621 2053 305610 721381 10/06/2009 2120 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) FLOODDEEP ) (SURFACE NOT AT OR WITHIN WATER OVER 20 METRES OF DAYLIGHT: NO RAINING (WITHOUT 3CMS (1 INCH) A9 10425/93 4275 320641 1356 304547 720833 03/04/2010 1545 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DEEP )

DARKNESS: STREET LIGHTS PRESENT FINE (WITHOUT A9 10425/95 66 341634 2053 308260 722825 03/07/2011 10 SLIGHT 70 1 1 ROUNDABOUT AND LIT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/95 86 272728 2280 308279 722824 05/05/2008 1815 SLIGHT 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: STREET FINE (WITHOUT A9 10425/95 107 252034 2121 308300 722822 04/05/2007 1440 SLIGHT 30 1 2 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

DARKNESS: STREET LIGHTS PRESENT FINE (WITHOUT A9 10425/95 108 282581 3672 308301 722822 07/09/2008 444 SLIGHT 70 1 1 ROUNDABOUT AND LIT HIGH WINDS) WET / DAMP

DARKNESS: STREET LIGHTS PRESENT FOG (OR MIST IF A9 10425/95 109 317873 1028 308302 722821 22/01/2010 2150 SERIOUS 70 3 1 ROUNDABOUT AND LIT HAZARD) WET / DAMP

DAYLIGHT: STREET FINE (WITHOUT A9 10425/95 191 247005 1527 308371 722791 14/02/2007 725 SERIOUS 60 1 1 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/95 214 252828 3131 308370 722761 27/07/2007 620 SERIOUS 70 1 1 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/95 214 282610 3836 308380 722760 13/09/2008 1440 SLIGHT 40 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/95 214 337063 1031 308380 722761 16/03/2011 930 SLIGHT 60 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: STREET FINE (WITHOUT A9 10425/95 259 252812 3061 308366 722726 19/07/2007 1520 SERIOUS 70 2 2 JUNCTION LIGHTS PRESENT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/95 273 260877 4179 308349 722711 21/10/2007 930 SERIOUS 70 1 1 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) WET / DAMP

DARKNESS: STREET LIGHTS PRESENT FINE (WITHOUT A9 10425/95 278 337901 1292 308352 722715 15/04/2011 140 SERIOUS 70 5 1 ROUNDABOUT AND LIT HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10425/95 453 293504 2822 308211 722773 08/04/2008 900 SLIGHT 70 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO RAINING (WITHOUT A9 10428/05 187 246981 1390 308214 723001 19/02/2007 1815 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10428/05 200 268902 1216 308210 723013 04/02/2008 1030 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

DAYLIGHT: NO FINE (WITHOUT A9 10428/06 16 267184 580 308596 724848 16/12/2007 1330 SERIOUS 70 1 1 SLIP ROAD STREET LIGHTING HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10428/06 1722 300619 2020 308173 723240 11/06/2009 1720 SERIOUS 70 3 7 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10428/06 1743 269635 1885 308176 723219 17/03/2008 2045 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10428/94 244 292612 992 308521 724800 01/03/2009 5 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN DARKNESS: STREET 20 METRES OF LIGHTS PRESENT FINE (WITHOUT A9 10428/94 279 317868 750 308505 724833 28/01/2010 645 SERIOUS 70 1 1 JUNCTION AND LIT HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10430/11 157 292376 981 308639 724970 19/02/2009 810 SLIGHT 70 1 1 JUNCTION STREET LIGHTING HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: NO FINE (WITHOUT A9 10430/15 1282 337926 1363 309588 726062 29/04/2011 1550 SLIGHT 70 1 3 JUNCTION STREET LIGHTING HIGH WINDS) DRY

DAYLIGHT: STREET FINE (WITHOUT A9 10430/15 1366 260834 4023 309652 726119 04/10/2007 1225 SLIGHT 70 2 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

NOT AT OR WITHIN 20 METRES OF DAYLIGHT: STREET RAINING (WITHOUT A9 10430/16 216 330038 3445 309528 725993 10/08/2010 1800 SLIGHT 70 2 2 JUNCTION LIGHTS PRESENT HIGH WINDS) WET / DAMP

NOT AT OR WITHIN 20 METRES OF DARKNESS: NO FINE (WITHOUT A9 10430/16 1066 330455 3701 308861 725479 23/11/2010 1730 SLIGHT 70 1 2 JUNCTION STREET LIGHTING HIGH WINDS) WET / DAMP

DAYLIGHT: STREET FINE (WITHOUT A9 10430/80 46 252317 2797 309650 726190 29/06/2007 1400 SLIGHT 30 1 2 ROUNDABOUT LIGHTS PRESENT HIGH WINDS) DRY

DARKNESS: STREET LIGHTS PRESENT FINE (WITHOUT A9 10430/80 250 260822 72 309765 726157 23/10/2007 2220 SLIGHT 70 1 2 ROUNDABOUT AND LIT HIGH WINDS) DRY

A9 Keir Roundabout to Inveralmond Roundabout Whole of North East Trunk Road Network

FATAL SERIOUS SLIGHT TOTAL FATAL SERIOUS SLIGHT TOTAL 2007 2 14 42 58 19 92 352 463 2008 3 4 29 36 16 92 339 447 2009 0 12 32 44 14 97 337 448 2010 2 8 21 31 16 104 317 437 2011 1 4 18 23 11 86 266 363 Total 8 42 142 192 76 471 1,611 2,158 4% 22% 74% 4% 22% 75%

FATAL SERIOUS SLIGHT TOTAL FATAL SERIOUS SLIGHT TOTAL Single Vehicle 1 17 50 68 35% 30 185 539 754 35% Multiple Vehicle 7 25 92 124 65% 46 286 1,072 1404 65%

FATAL SERIOUS SLIGHT TOTAL FATAL SERIOUS SLIGHT TOTAL HGV <3.5T 1 5 10 16 8% 8 37 133 178 8% HGV 3.5 - 7.5T 1 3 5 9 5% 2 22 55 79 4% HGV >7.5T 1 8 23 32 17% 10 48 128 186 9% Agricultural 1 2 2 5 3% 4 13 20 37 2% PSV 0 5 0 53% 1 9 38 48 2% 2 Wheel Motorised 0 7 3 10 5% 6 80 107 193 9% Pedal 0 1 2 3 2% 3 18 35 56 3% Car 7 33 132 172 90% 64 390 1459 1913 89%

FATAL SERIOUS SLIGHT TOTAL FATAL SERIOUS SLIGHT TOTAL Fine (without high winds) 5 36 112 153 80% 53 367 1152 1572 73% Fine (with high winds) 0 0 1 1 1% 3 16 44 63 3% Fog 1 1 1 32% 1 7 19 27 1% Other 0 0 2 21% 4 7 28 39 2% Raining (without high winds) 2 5 19 26 14% 13 55 248 316 15% Raining (with high winds) 0 0 2 21% 1 3 31 35 2% Snowing (without high winds) 0 0 3 3 2% 1 13 54 68 3% Snowing (with high winds) 0 0 0 00% 0 2 21 23 1% Unknown 0 0 2 21% 0 1 13 14 1%

FATAL SERIOUS SLIGHT TOTAL FATAL SERIOUS SLIGHT TOTAL ? 0 0 000% 0 0 0 0 0% Dry 4 28 90 122 64% 37 270 853 1160 54% Flood 0 1 3 42% 1 4 9 14 1% Frost / Ice 0 0 9 9 5% 6 15 100 121 6% Mud 0 0 000% 0 0 0 0 0% Oil / Diesel 0 0 000% 0 0 0 0 0% Snow 0 0 5 5 3% 2 13 73 88 4% Unknown 0 0 000% 0 0 1 1 0% Wet / Damp 4 13 35 52 27% 30 169 575 774 36%

FATAL SERIOUS SLIGHT TOTAL FATAL SERIOUS SLIGHT TOTAL Under 25 1 8 42 51 27% 22 152 592 766 35% 26 - 59 8 36 117 161 84% 59 374 1268 1701 79% 60+ 2 14 28 44 23% 21 117 343 481 22%

FATAL SERIOUS SLIGHT TOTAL FATAL SERIOUS SLIGHT TOTAL Towing Vehicle Involved 0 6 13 19 10% 6 41 107 154 7% Not Involving Towing Vehicle 8 36 129 173 90% 70 430 1,504 2004 93%

FATAL SERIOUS SLIGHT TOTAL FATAL SERIOUS SLIGHT TOTAL Left Carriageway and Hit Object 2 17 49 68 35% 27 158 481 666 31% Didn't 6 25 93 124 65% 49 313 1,130 1492 69%

FATAL SERIOUS SLIGHT TOTAL FATAL SERIOUS SLIGHT TOTAL Going Ahead 7 40 124 171 89% 71 429 1342 1842 85% Changing Lane 1 0 11 12 6% 6 17 81 104 5% Overtaking 0 3 7 10 5% 2 35 105 142 7% Turning Left 0 1 4 53% 0 14 55 69 3% Turning Right 4 6 9 19 10% 15 69 202 286 13% Waiting to go but held up 0 3 26 29 15% 0 25 198 223 10% Moving Off 0 1 9 10 5% 0 12 91 103 5% Parked 2 0 2 42% 3 10 27 40 2% Slowing / Stopping 0 1 10 11 6% 2 24 185 211 10%

FATAL SERIOUS SLIGHT TOTAL FATAL SERIOUS SLIGHT TOTAL Not at or within 20m of junction 4 22 75 101 53% 45 264 810 1119 52% T or Staggered Junction 4 8 20 32 17% 19 99 281 399 18% Y Junction 0 0 000% 0 0 0 0 0% Crossroads 0 0 0 0 0% 1 11 54 66 3% Multiple Junction 0 0 0 00% 0 6 9 15 1% Mini Roundabout 0 0 000% 0 0 2 2 0% Other Junction 0 1 1 2 1% 4 15 66 85 4% Roundabout 0 7 36 43 22% 1 40 281 322 15% Slip Road 0 3 4 7 4% 3 24 69 96 4% Private Drive or entrance 0 1 6 7 4% 3 12 39 54 3%

A9 Dunblane to Greenloaning

FATAL SERIOUS SLIGHT TOTAL 2007 0 6 12 18 2008 0 1 8 9 2009 0 3 7 10 2010 0 3 6 9 2011 0 1 4 5 Total 0 14 37 51 0% 27% 73%

FATAL SERIOUS SLIGHT TOTAL Single Vehicle 0 5 7 12 24% Multiple Vehicle 0 9 30 39 76%

FATAL SERIOUS SLIGHT TOTAL HGV <3.5T 0 2 4 6 12% HGV 3.5 - 7.5T 0 1 1 2 4% HGV >7.5T 0 4 6 10 20% Agricultural 0 1 2 3 6% PSV 0 0 2 2 4% 2 Wheel Motorised 0 1 1 2 4% Pedal 0 1 2 3 6% Car 0 12 36 48 94%

FATAL SERIOUS SLIGHT TOTAL Fine (without high winds) 0 13 30 43 84% Fine (with high winds) 0 0 0 0 0% Fog 0 0 0 0 0% Other 0 0 0 0 0% Raining (without high winds) 0 1 2 3 6% Raining (with high winds) 0 0 2 2 4% Snowing (without high winds) 0 0 1 1 2% Snowing (with high winds) 0 0 0 0 0% Unknown 0 0 2 2 4%

FATAL SERIOUS SLIGHT TOTAL ? 0 0 0 0 0% Dry 0 11 26 37 73% Flood 0 0 0 0 0% Frost / Ice 0 0 1 1 2% Mud 0 0 0 0 0% Oil / Diesel 0 0 0 0 0% Snow 0 0 0 0 0% Unknown 0 0 0 0 0% Wet / Damp 0 3 10 13 25%

FATAL SERIOUS SLIGHT TOTAL Under 25 0 3 12 15 29% 26 - 59 0 12 33 45 88% 60+ 0 5 6 11 22%

FATAL SERIOUS SLIGHT TOTAL Towing Vehicle Involved 0 6 6 12 24% Not Involving Towing Vehicle 0 8 31 39 76%

FATAL SERIOUS SLIGHT TOTAL Hit Object 0 5 7 12 24% Didn't 0 9 30 39 76%

FATAL SERIOUS SLIGHT TOTAL Going Ahead 0 12 28 40 78% Changing Lane 0 0 4 4 8% Overtaking 0 2 3 5 10% Turning Left 0 1 2 3 6% Turning Right 0 0 0 0 0% Waiting to go but held up 0 2 9 11 22% Moving Off 0 1 6 7 14% Parked 0 0 0 0 0% Slowing / Stopping 0 1 3 4 8%

FATAL SERIOUS SLIGHT TOTAL Not at or within 20m of junction 0 10 16 26 51% T or Staggered Junction 0 0 0 0 0% Y Junction 0 0 0 0 0% Crossroads 0 0 0 0 0% Multiple Junction 0 0 0 0 0% Mini Roundabout 0 0 0 0 0% Other Junction 0 1 1 2 4% Roundabout 0 1 17 18 35% Slip Road 0 2 1 3 6% Private Drive or entrance 0 0 2 2 4%

A9 Blackford to Shinafoot

FATAL SERIOUS SLIGHT TOTAL 2007 1 1 9 11 2008 1 1 5 7 2009 0 2 11 13 2010 0 0 4 4 2011 1 0 3 4 Total 3 4 32 39 8% 10% 82% Total

FATAL SERIOUS SLIGHT TOTAL Single Vehicle 1 0 19 20 51% Multiple Vehicle 2 4 13 19 49%

FATAL SERIOUS SLIGHT TOTAL HGV <3.5T 0 0 2 2 5% HGV 3.5 - 7.5T 1 1 0 2 5% HGV >7.5T 0 1 4 5 13% Agricultural 0 0 0 0 0% PSV 0 0 1 1 3% 2 Wheel Motorised 0 1 1 2 5% Pedal 0 0 0 0 0% Car 3 4 28 35 90%

FATAL SERIOUS SLIGHT TOTAL Fine (without high winds) 2 4 22 28 72% Fine (with high winds) 0 0 1 1 3% Fog 0 0 0 0 0% Other 0 0 1 1 3% Raining (without high winds) 1 0 6 7 18% Raining (with high winds) 0 0 0 0 0% Snowing (without high winds) 0 0 2 2 5% Snowing (with high winds) 0 0 0 0 0% Unknown 0 0 0 0 0%

FATAL SERIOUS SLIGHT TOTAL ? 0 0 0 0 0% Dry 2 2 16 20 51% Flood 0 0 1 1 3% Frost / Ice 0 0 5 5 13% Mud 0 0 0 0 0% Oil / Diesel 0 0 0 0 0% Snow 0 0 4 4 10% Unknown 0 0 0 0 0% Wet / Damp 1 2 6 9 23%

FATAL SERIOUS SLIGHT TOTAL Under 25 1 1 9 11 28% 26 - 59 3 4 24 31 79% 60+ 1 0 7 8 21%

FATAL SERIOUS SLIGHT TOTAL Towing Vehicle Involved 0 0 2 2 5% Not Involving Towing Vehicle 3 4 30 37 95%

FATAL SERIOUS SLIGHT TOTAL Hit Object 2 1 19 22 56% Didn't 1 3 13 17 44%

FATAL SERIOUS SLIGHT TOTAL Going Ahead 3 4 30 37 95% Changing Lane 0 0 2 2 5% Overtaking 0 0 2 2 5% Turning Left 0 0 1 1 3% Turning Right 1 2 2 5 13% Waiting to go but held up 0 0 1 1 3% Moving Off 0 0 0 0 0% Parked 0 0 0 0 0% Slowing / Stopping 0 0 0 0 0%

FATAL SERIOUS SLIGHT TOTAL Not at or within 20m of junction 2 2 20 24 62% T or Staggered Junction 1 2 7 10 26% Y Junction 0 0 0 0 0% Crossroads 0 0 0 0 0% Multiple Junction 0 0 0 0 0% Mini Roundabout 0 0 0 0 0% Other Junction 0 0 0 0 0% Roundabout 0 0 0 0 0% Slip Road 0 0 3 3 8% Private Drive or entrance 0 0 2 2 5%

1 General analysis - Using a radius of 100 metres & a minimum cluster size of 5

Accidents: Between 01/Jan/2002 and 31/Dec/2011area = north east unit (2), Road: (A9)

Cluster 1. Possible cluster centred at 277732/699277 Eastings: 277632 - 277832 Northings: 699177 - 699377 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E820533277734 699278 A9 (10403/05) ROUNDABOUT SERIOUS FROST / ICE 2-Jan-2002 at 0955 E820621277753 699283 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 20-Jan-2002 at 1450 E201075277799 699254 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 19-May-2002 at 0445 E201667277732 699277 A9 (10403/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 20-Jul-2002 at 1445 OF JUNCTION E202313277802 699208 A9 (10403/05) ROUNDABOUT SLIGHT DRY 28-Sep-2002 at 0745

E202815277753 699283 A9 (10403/05) ROUNDABOUT SLIGHT DRY 14-Nov-2002 at 0955 E300697277787 699265 B8033 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 11-Mar-2003 at 0850 E301049277790 699260 B8033 (10403/05) ROUNDABOUT SLIGHT DRY 24-Apr-2003 at 0930 E301407277802 699207 A9 (10403/05) ROUNDABOUT SLIGHT DRY 28-May-2003 at 1645 0603308277816 699296 A9 (10403/05) ROUNDABOUT SLIGHT DRY 12-Nov-2006 at 1210 0603451277814 699298 A9 (10403/05) ROUNDABOUT SERIOUS DRY 5-Dec-2006 at 0835 0702020277776 699193 A9 (10403/05) NOT AT OR WITHIN 20 METRES SERIOUS DRY 27-Jul-2007 at 1735 OF JUNCTION 0700245277815 699298 B8033 (NT) (10403/05) ROUNDABOUT SLIGHT WET / DAMP 23-Jan-2007 at 0750 0702975277816 699295 B8033 (NT) (10403/05) ROUNDABOUT SLIGHT DRY 2-Nov-2007 at 1000 0801939277802 699317 B8033 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 6-Aug-2008 at 1630 0803221277789 699319 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 21-Dec-2008 at 1000 0901293277840 699335 B8033(NT) (10403/05) ROUNDABOUT SERIOUS DRY 4-Jun-2009 at 0840 0901626277816 699300 B8033 (NT) (10403/05) ROUNDABOUT SLIGHT DRY 17-Jul-2009 at 1500 0900471277820 699290 B8033 (NT) (10403/05) ROUNDABOUT SLIGHT WET / DAMP 24-Feb-2009 at 0955 1000475277817 699293 A9 (10403/05) ROUNDABOUT SLIGHT DRY 6-Mar-2010 at 1645 1100446277808 699302 B8033 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 25-Feb-2011 at 1800 Total 21 (4 KSI)of which 10 are repeated in the next cluster Cluster 2. Possible cluster centred at 277692/699252 Eastings: 277592 - 277792 Northings: 699152 - 699352 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E820533277734 699278 A9 (10403/05) ROUNDABOUT SERIOUS FROST / ICE 2-Jan-2002 at 0955 E820621277753 699283 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 20-Jan-2002 at 1450 E020091277710 699271 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 5-Feb-2002 at 1715 E201075277799 699254 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 19-May-2002 at 0445 E201667277732 699277 A9 (10403/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 20-Jul-2002 at 1445 OF JUNCTION E202313277802 699208 A9 (10403/05) ROUNDABOUT SLIGHT DRY 28-Sep-2002 at 0745 E202815277753 699283 A9 (10403/05) ROUNDABOUT SLIGHT DRY 14-Nov-2002 at 0955 E200091277710 699271 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 5-Feb-2002 at 1715 E300697277787 699265 B8033 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 11-Mar-2003 at 0850 E301049277790 699260 B8033 (10403/05) ROUNDABOUT SLIGHT DRY 24-Apr-2003 at 0930 E301407277802 699207 A9 (10403/05) ROUNDABOUT SLIGHT DRY 28-May-2003 at 1645

0603684277693 699265 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 27-Dec-2006 at 1245 0702020277776 699193 A9 (10403/05) NOT AT OR WITHIN 20 METRES SERIOUS DRY 27-Jul-2007 at 1735 OF JUNCTION 0601066277692 699252 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 13-Apr-2006 at 0840 0800032277694 699271 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 3-Jan-2008 at 1000 Total 15 (2 KSI)of which 0 are repeated in the next cluster Cluster 3. Possible cluster centred at 277638/699494 Eastings: 277538 - 277738 Northings: 699394 - 699594 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E201084277676 699317 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 19-May-2002 at 1546 OF JUNCTION E201528277676 699317 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 1-Jul-2002 at 1505 OF JUNCTION E201656277674 699320 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 17-Jul-2002 at 1730 OF JUNCTION E201935277680 699309 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT DRY 18-Aug-2002 at 1715 OF JUNCTION E300663277695 699353 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 7-Mar-2003 at 1805 OF JUNCTION E302141277642 699451 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT DRY 15-Aug-2003 at 1320 OF JUNCTION E302463277734 699335 A9 (10403/15) ROUNDABOUT SLIGHT DRY 14-Sep-2003 at 1615 E302544277638 699494 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 19-Sep-2003 at 1555 OF JUNCTION E400461277734 699335 A9 (10403/15) ROUNDABOUT SLIGHT WET / DAMP 28-Jan-2004 at 1300 0502374277646 699479 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 10-Oct-2005 at 1245 OF JUNCTION 0603173277644 699482 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 17-Nov-2006 at 1530 OF JUNCTION 0601505277645 699481 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 3-Jun-2006 at 1350 OF JUNCTION 0702991277659 699455 A9 (10403/15) NOT AT OR WITHIN 20 METRES SERIOUS DRY 5-Nov-2007 at 1700 OF JUNCTION 1001211277734 699335 A9 (10403/15) ROUNDABOUT SLIGHT DRY 26-Jun-2010 at 0915 Total 14 (1 KSI)of which 0 are repeated in the next cluster Cluster 4. Possible cluster centred at 277562/699656 Eastings: 277462 - 277662 Northings: 699556 - 699756 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E201845277562 699656 A9 (10403/15) NOT AT OR WITHIN 20 METRES SERIOUS DRY 9-Aug-2002 at 1735 OF JUNCTION

OF JUNCTION E303313277606 699553 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT FROST / ICE 8-Dec-2003 at 0830 OF JUNCTION E400954277568 699624 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 12-Apr-2004 at 1520 OF JUNCTION 0601261277633 699503 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 5-May-2006 at 1800 OF JUNCTION 0702007277596 699573 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 26-Jul-2007 at 1700 OF JUNCTION 0702191277600 699565 A9 (10403/15) NOT AT OR WITHIN 20 METRES SERIOUS DRY 13-Aug-2007 at 1730 OF JUNCTION 0801623277598 699569 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 24-Jun-2008 at 1820 OF JUNCTION Total 7 (2 KSI)of which 0 are repeated in the next cluster Cluster 5. Possible cluster centred at 277459/699830 Eastings: 277359 - 277559 Northings: 699730 - 699930 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E402745277526 699703 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 10-Oct-2004 at 2100 OF JUNCTION 0500540277459 699830 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 2-Mar-2005 at 1615 OF JUNCTION 0502457277514 699727 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 20-Oct-2005 at 1730 OF JUNCTION 0603685277512 699731 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 27-Dec-2006 at 1255 OF JUNCTION 0800266277499 699755 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 25-Jan-2008 at 1630 OF JUNCTION Total 5 (0 KSI)of which 0 are repeated in the next cluster Cluster 6. Possible cluster centred at 278793/702964 Eastings: 278693 - 278893 Northings: 702864 - 703064 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E301826278875 703022 B8033 (10408/11) OTHER JUNCTION SLIGHT WET / DAMP 11-Jul-2003 at 0945 E302834278793 702964 A9 (10408/12) NOT AT OR WITHIN 20 METRES SLIGHT DRY 24-Oct-2003 at 1725 OF JUNCTION E303333278963 703038 A9 (10411/06) SLIP ROAD SLIGHT WET / DAMP 9-Dec-2003 at 1830 0602403278925 703022 A9 (10408/12) NOT AT OR WITHIN 20 METRES SLIGHT DRY 4-Sep-2006 at 2250 OF JUNCTION 0603192278949 703032 A9 (10408/12) SLIP ROAD SLIGHT WET / DAMP 18-Nov-2006 at 1930 0901798278929 703017 B8033 (NT) (10408/12) SLIP ROAD SERIOUS DRY 8-Aug-2009 at 1420 Total 6 (1 KSI)of which 0 are repeated in the next cluster

Cluster 7. Possible cluster centred at 291780/709668 Eastings: 291680 - 291880 Northings: 709568 - 709768 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0003240291805 709673 A9 (10418/07) NOT AT OR WITHIN 20 METRES FATAL DRY 22-Jul-2003 at 1430 OF JUNCTION 0000696291804 709672 A9 (10418/07) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 1-Dec-2003 at 1810 0003475291788 709670 A9 (10418/07) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 23-Sep-2005 at 1400 0001884291888 709689 A9 (10418/07) NOT AT OR WITHIN 20 METRES SLIGHT DRY 11-May-2006 at 0630 OF JUNCTION 0004599291780 709668 A9 (10418/07) "T" OR STAGGERED JUNCTION SERIOUS WET / DAMP 26-Nov-2008 at 1730 0003656291915 709694 A9 (10418/07) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 30-Oct-2009 at 2120 OF JUNCTION 0000246291800 709672 A9 (10418/07) NOT AT OR WITHIN 20 METRES SLIGHT SNOW 28-Dec-2009 at 1120 OF JUNCTION Total 7 (2 KSI)of which 0 are repeated in the next cluster Cluster 8. Possible cluster centred at 292973/711285 Eastings: 292873 - 293073 Northings: 711185 - 711385 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0000306293035 711335 A9 (10421/15) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 8-Jan-2004 at 1430 0002134293040 711340 A9 (10421/15) "T" OR STAGGERED JUNCTION FATAL DRY 19-Mar-2004 at 1625 0002596292973 711285 A9 (10421/15) "T" OR STAGGERED JUNCTION FATAL DRY 1-Jun-2003 at 1650 0002481293020 711320 A9 (10421/15) "T" OR STAGGERED JUNCTION SERIOUS DRY 27-Jun-2005 at 0115 0003361293075 711343 A9 (10422/50) "T" OR STAGGERED JUNCTION SERIOUS DRY 9-Sep-2005 at 1155 0004509293055 711325 A9 (10421/30) "T" OR STAGGERED JUNCTION SERIOUS DRY 29-Nov-2005 at 0720 0004145293123 711406 A9 (10422/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 19-Nov-2006 at 2015 OF JUNCTION 0000661293052 711352 A9 (10422/05) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 31-Dec-2006 at 1220 0001244293050 711340 A9 (10421/30) "T" OR STAGGERED JUNCTION FATAL DRY 29-Jan-2007 at 0740 0002223293025 711349 A824 (10421/15) "T" OR STAGGERED JUNCTION SLIGHT DRY 15-May-2007 at 0255 0002887293045 711315 A9 (10421/30) "T" OR STAGGERED JUNCTION SLIGHT DRY 5-Jul-2007 at 1055 0004134293040 711340 A9 (10421/15) "T" OR STAGGERED JUNCTION SERIOUS DRY 18-Oct-2007 at 2100 0001415293045 711345 A9 (10421/15) SLIP ROAD SLIGHT DRY 14-Mar-2009 at 1615 0001088293035 711335 A9 (10421/15) "T" OR STAGGERED JUNCTION SLIGHT FROST / ICE 3-Mar-2010 at 0820 0001631293045 711345 A9 (10421/15) "T" OR STAGGERED JUNCTION SLIGHT DRY 22-Apr-2010 at 2100 Total 15 (7 KSI)of which 0 are repeated in the next cluster

Cluster 9. Possible cluster centred at 299969/717081 Eastings: 299869 - 300069 Northings: 716981 - 717181 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0000387299969 717081 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 12-Dec-2006 at 1725 0003110300108 717223 A9 (10425/07) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 23-Jul-2007 at 1525 0002764300102 717188 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT DRY 22-Mar-2007 at 0715 0002950300118 717203 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT DRY 17-Oct-2010 at 2210 0001059300108 717223 A9 (10425/07) "T" OR STAGGERED JUNCTION SLIGHT DRY 23-Feb-2011 at 1805 Total 5 (0 KSI)of which 0 are repeated in the next cluster Cluster 10. Possible cluster centred at 305725/721452 Eastings: 305625 - 305825 Northings: 721352 - 721552 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0002313305749 721441 A9 (10425/93) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 28-Apr-2003 at 1550 0004860305741 721438 A9 (10425/93) "T" OR STAGGERED JUNCTION SERIOUS DRY 26-Oct-2004 at 1900 0002294305725 721452 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT DRY 10-Jun-2005 at 1340 0004401305889 721502 A9 (10425/93) NOT AT OR WITHIN 20 METRES SERIOUS DRY 28-Nov-2005 at 1720 OF JUNCTION 0002700305741 721459 A9 (10425/92) "T" OR STAGGERED JUNCTION SERIOUS DRY 26-Jun-2006 at 1505 0000805305810 721490 A9 (10425/92) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 1-Jan-2007 at 0001 OF JUNCTION 0003692305741 721459 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT DRY 14-Sep-2007 at 0930 0002840305737 721457 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT DRY 19-May-2008 at 1445 0004500305737 721457 A9 (10425/92) "T" OR STAGGERED JUNCTION FATAL WET / DAMP 7-Nov-2008 at 1820 0000325305732 721455 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 11-Jan-2010 at 1555 Total 10 (4 KSI)of which 0 are repeated in the next cluster Cluster 11. Possible cluster centred at 308211/722770 Eastings: 308111 - 308311 Northings: 722670 - 722870 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0003606308211 722790 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 13-May-2002 at 1920 0005739308367 722821 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 15-Oct-2002 at 1700 0002507308226 722812 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 25-Apr-2003 at 2315 0002877308231 722818 A9 (10425/95) ROUNDABOUT SLIGHT DRY 26-Jun-2003 at 1300 0002345308234 722849 A9 (10428/05) ROUNDABOUT SLIGHT DRY 12-Apr-2004 at 1130 0003672308295 722835 A9 (10428/06) ROUNDABOUT SLIGHT WET / DAMP 18-Aug-2004 at 1350 0003560308211 722770 A9 (10425/95) ROUNDABOUT SLIGHT DRY 25-Sep-2006 at 1155

0002204308300 722822 A9 (10425/95) ROUNDABOUT SLIGHT DRY 7-Jun-2006 at 1605 0001527308371 722791 A9 (10425/95) ROUNDABOUT SERIOUS DRY 14-Feb-2007 at 0725 0002121308300 722822 A9 (10425/95) NOT AT OR WITHIN 20 METRES SLIGHT DRY 4-May-2007 at 1440 OF JUNCTION 0003131308370 722761 A9 (10425/95) ROUNDABOUT SERIOUS DRY 27-Jul-2007 at 0620 0002280308279 722824 A9 (10425/95) ROUNDABOUT SLIGHT DRY 5-May-2008 at 1815 0003672308301 722822 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 7-Sep-2008 at 0444 0002822308211 722773 A9 (10425/95) ROUNDABOUT SLIGHT DRY 8-Apr-2008 at 0900 0001028308302 722821 A9 (10425/95) ROUNDABOUT SERIOUS WET / DAMP 22-Jan-2010 at 2150 0002053308260 722825 A9 (10425/95) ROUNDABOUT SLIGHT DRY 3-Jul-2011 at 0010 Total 16 (3 KSI)of which 8 are repeated in the next cluster Cluster 12. Possible cluster centred at 308295/722835 Eastings: 308195 - 308395 Northings: 722735 - 722935 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0005171308309 722718 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 11-Aug-2002 at 1115 0005739308367 722821 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 15-Oct-2002 at 1700 0001885308351 722715 A9 (10425/95) ROUNDABOUT SLIGHT DRY 28-Aug-2002 at 1750 0003672308295 722835 A9 (10428/06) ROUNDABOUT SLIGHT WET / DAMP 18-Aug-2004 at 1350 0003194308378 722760 A9 (10425/95) ROUNDABOUT SERIOUS DRY 28-Aug-2006 at 1650 0002204308300 722822 A9 (10425/95) ROUNDABOUT SLIGHT DRY 7-Jun-2006 at 1605 0002343308356 722717 A9 (10425/95) ROUNDABOUT SLIGHT DRY 11-Jun-2006 at 1420 0001527308371 722791 A9 (10425/95) ROUNDABOUT SERIOUS DRY 14-Feb-2007 at 0725 0002121308300 722822 A9 (10425/95) NOT AT OR WITHIN 20 METRES SLIGHT DRY 4-May-2007 at 1440 OF JUNCTION 0003061308366 722726 A9 (10425/95) NOT AT OR WITHIN 20 METRES SERIOUS DRY 19-Jul-2007 at 1520 OF JUNCTION 0003131308370 722761 A9 (10425/95) ROUNDABOUT SERIOUS DRY 27-Jul-2007 at 0620 0004179308349 722711 A9 (10425/95) ROUNDABOUT SERIOUS WET / DAMP 21-Oct-2007 at 0930 0003672308301 722822 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 7-Sep-2008 at 0444 0003836308380 722760 A93 (10425/95) ROUNDABOUT SLIGHT DRY 13-Sep-2008 at 1440 0001028308302 722821 A9 (10425/95) ROUNDABOUT SERIOUS WET / DAMP 22-Jan-2010 at 2150 0001031308380 722761 A93 (10425/95) ROUNDABOUT SLIGHT DRY 16-Mar-2011 at 0930 0001292308352 722715 A9 (10425/95) ROUNDABOUT SERIOUS DRY 15-Apr-2011 at 0140

Total 17 (7 KSI)of which 10 are repeated in the next cluster Cluster 13. Possible cluster centred at 308218/722748 Eastings: 308118 - 308318 Northings: 722648 - 722848 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0005171308309 722718 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 11-Aug-2002 at 1115 0001885308351 722715 A9 (10425/95) ROUNDABOUT SLIGHT DRY 28-Aug-2002 at 1750 0001499308218 722748 A9 (10425/95) ROUNDABOUT SLIGHT DRY 4-Apr-2005 at 1830 0003194308378 722760 A9 (10425/95) ROUNDABOUT SERIOUS DRY 28-Aug-2006 at 1650 0002343308356 722717 A9 (10425/95) ROUNDABOUT SLIGHT DRY 11-Jun-2006 at 1420 0003061308366 722726 A9 (10425/95) NOT AT OR WITHIN 20 METRES SERIOUS DRY 19-Jul-2007 at 1520 OF JUNCTION 0003131308370 722761 A9 (10425/95) ROUNDABOUT SERIOUS DRY 27-Jul-2007 at 0620 0004179308349 722711 A9 (10425/95) ROUNDABOUT SERIOUS WET / DAMP 21-Oct-2007 at 0930 0003836308380 722760 A93 (10425/95) ROUNDABOUT SLIGHT DRY 13-Sep-2008 at 1440 0001031308380 722761 A93 (10425/95) ROUNDABOUT SLIGHT DRY 16-Mar-2011 at 0930 0001292308352 722715 A9 (10425/95) ROUNDABOUT SERIOUS DRY 15-Apr-2011 at 0140 Total 11 (5 KSI)of which 2 are repeated in the next cluster Cluster 14. Possible cluster centred at 308188/722762 Eastings: 308088 - 308288 Northings: 722662 - 722862 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0003606308211 722790 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 13-May-2002 at 1920 0005171308309 722718 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 11-Aug-2002 at 1115 0002507308226 722812 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 25-Apr-2003 at 2315 0002877308231 722818 A9 (10425/95) ROUNDABOUT SLIGHT DRY 26-Jun-2003 at 1300 0001499308218 722748 A9 (10425/95) ROUNDABOUT SLIGHT DRY 4-Apr-2005 at 1830 0003560308211 722770 A9 (10425/95) ROUNDABOUT SLIGHT DRY 25-Sep-2006 at 1155 0003356308194 722767 A9 (10425/92) NOT AT OR WITHIN 20 METRES SLIGHT DRY 10-Aug-2007 at 1200 OF JUNCTION 0001350308188 722762 A9 (10425/92) ROUNDABOUT SLIGHT DRY 27-Feb-2008 at 1630 0002279308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT WET / DAMP 2-May-2008 at 1530 0002280308279 722824 A9 (10425/95) ROUNDABOUT SLIGHT DRY 5-May-2008 at 1815 0003165308197 722772 A9 (10425/92) ROUNDABOUT SERIOUS DRY 7-Jul-2008 at 1205 0000524308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT WET / DAMP 21-Jan-2009 at 1555 0001260308194 722767 A9 (10425/92) ROUNDABOUT SLIGHT DRY 16-Mar-2009 at 1620

0002822308211 722773 A9 (10425/95) ROUNDABOUT SLIGHT DRY 8-Apr-2008 at 0900 0001526308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT DRY 20-Apr-2009 at 0630 0002256308194 722767 A9 (10425/92) ROUNDABOUT SLIGHT DRY 24-May-2009 at 1300 0001944308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT DRY 4-Jun-2009 at 1225 0003352308201 722773 A9 (10425/93) ROUNDABOUT SLIGHT DRY 25-Jun-2009 at 0925 0001895308201 722777 A9 (10425/92) ROUNDABOUT SLIGHT DRY 21-Jun-2010 at 0805 0002053308260 722825 A9 (10425/95) ROUNDABOUT SLIGHT DRY 3-Jul-2011 at 0010 0003238308194 722767 A9 (10425/92) ROUNDABOUT SLIGHT DRY 8-Nov-2011 at 1255 Total 21 (1 KSI)of which 20 are repeated in the next cluster Cluster 15. Possible cluster centred at 308188/722762 Eastings: 308088 - 308288 Northings: 722662 - 722862 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0003606308211 722790 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 13-May-2002 at 1920 0002507308226 722812 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 25-Apr-2003 at 2315 0002877308231 722818 A9 (10425/95) ROUNDABOUT SLIGHT DRY 26-Jun-2003 at 1300 0002345308234 722849 A9 (10428/05) ROUNDABOUT SLIGHT DRY 12-Apr-2004 at 1130 0003672308295 722835 A9 (10428/06) ROUNDABOUT SLIGHT WET / DAMP 18-Aug-2004 at 1350 0001499308218 722748 A9 (10425/95) ROUNDABOUT SLIGHT DRY 4-Apr-2005 at 1830 0004076308240 722920 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 6-Nov-2005 at 1100 OF JUNCTION 0003560308211 722770 A9 (10425/95) ROUNDABOUT SLIGHT DRY 25-Sep-2006 at 1155 0002204308300 722822 A9 (10425/95) ROUNDABOUT SLIGHT DRY 7-Jun-2006 at 1605 0002121308300 722822 A9 (10425/95) NOT AT OR WITHIN 20 METRES SLIGHT DRY 4-May-2007 at 1440 OF JUNCTION 0003356308194 722767 A9 (10425/92) NOT AT OR WITHIN 20 METRES SLIGHT DRY 10-Aug-2007 at 1200 OF JUNCTION 0001350308188 722762 A9 (10425/92) ROUNDABOUT SLIGHT DRY 27-Feb-2008 at 1630 0002279308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT WET / DAMP 2-May-2008 at 1530 0002280308279 722824 A9 (10425/95) ROUNDABOUT SLIGHT DRY 5-May-2008 at 1815 0003165308197 722772 A9 (10425/92) ROUNDABOUT SERIOUS DRY 7-Jul-2008 at 1205 0003672308301 722822 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 7-Sep-2008 at 0444 0000524308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT WET / DAMP 21-Jan-2009 at 1555 0001260308194 722767 A9 (10425/92) ROUNDABOUT SLIGHT DRY 16-Mar-2009 at 1620

0002822308211 722773 A9 (10425/95) ROUNDABOUT SLIGHT DRY 8-Apr-2008 at 0900 0001526308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT DRY 20-Apr-2009 at 0630 0002256308194 722767 A9 (10425/92) ROUNDABOUT SLIGHT DRY 24-May-2009 at 1300 0001944308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT DRY 4-Jun-2009 at 1225 0003352308201 722773 A9 (10425/93) ROUNDABOUT SLIGHT DRY 25-Jun-2009 at 0925 0001028308302 722821 A9 (10425/95) ROUNDABOUT SERIOUS WET / DAMP 22-Jan-2010 at 2150 0001895308201 722777 A9 (10425/92) ROUNDABOUT SLIGHT DRY 21-Jun-2010 at 0805 0002053308260 722825 A9 (10425/95) ROUNDABOUT SLIGHT DRY 3-Jul-2011 at 0010 0003238308194 722767 A9 (10425/92) ROUNDABOUT SLIGHT DRY 8-Nov-2011 at 1255 Total 27 (2 KSI)of which 3 are repeated in the next cluster Cluster 16. Possible cluster centred at 308181/723001 Eastings: 308081 - 308281 Northings: 722901 - 723101 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0003524308181 723001 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT DRY 18-Aug-2003 at 0600 OF JUNCTION 0002345308234 722849 A9 (10428/05) ROUNDABOUT SLIGHT DRY 12-Apr-2004 at 1130 0004076308240 722920 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 6-Nov-2005 at 1100 OF JUNCTION 0001390308214 723001 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 19-Feb-2007 at 1815 OF JUNCTION 0001216308210 723013 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 4-Feb-2008 at 1030 OF JUNCTION 0002053308260 722825 A9 (10425/95) ROUNDABOUT SLIGHT DRY 3-Jul-2011 at 0010 Total 6 (0 KSI)of which 0 are repeated in the next cluster Cluster 17. Possible cluster centred at 309528/725993 Eastings: 309428 - 309628 Northings: 725893 - 726093 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0004611309652 726100 A9 (10430/80) ROUNDABOUT SLIGHT DRY 18-Jul-2002 at 1955 0005378309588 726042 A9 (10430/16) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 8-Dec-2004 at 1945 OF JUNCTION 0004023309652 726119 A9 (10430/15) ROUNDABOUT SLIGHT DRY 4-Oct-2007 at 1225 0003445309528 725993 A9 (10430/16) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 10-Aug-2010 at 1800 OF JUNCTION 0001363309588 726062 A9 (10430/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 29-Apr-2011 at 1550 OF JUNCTION Total 5 (0 KSI)of which 3 are repeated in the next cluster

Cluster 18. Possible cluster centred at 309588/726062 Eastings: 309488 - 309688 Northings: 725962 - 726162 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0004611309652 726100 A9 (10430/80) ROUNDABOUT SLIGHT DRY 18-Jul-2002 at 1955 0002953309654 726143 A9 (10430/15) ROUNDABOUT SLIGHT DRY 3-Jul-2003 at 0710 0001201309699 726120 A9 (10430/16) ROUNDABOUT SLIGHT DRY 9-Mar-2006 at 0915 0002149309656 726130 A9 (10430/15) ROUNDABOUT SERIOUS DRY 29-May-2005 at 1225 0002816309664 726140 A9 (10430/80) ROUNDABOUT SERIOUS DRY 28-Jul-2006 at 0145 0002797309650 726190 A9 (10430/80) ROUNDABOUT SLIGHT DRY 29-Jun-2007 at 1400 0004023309652 726119 A9 (10430/15) ROUNDABOUT SLIGHT DRY 4-Oct-2007 at 1225 0001363309588 726062 A9 (10430/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 29-Apr-2011 at 1550 OF JUNCTION Total 8 (2 KSI)of which 3 are repeated in the next cluster Cluster 19. Possible cluster centred at 309650/726190 Eastings: 309550 - 309750 Northings: 726090 - 726290 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0002953309654 726143 A9 (10430/15) ROUNDABOUT SLIGHT DRY 3-Jul-2003 at 0710 0002697309720 726229 A9 (10430/80) ROUNDABOUT SLIGHT DRY 15-Jul-2006 at 1415 0002816309664 726140 A9 (10430/80) ROUNDABOUT SERIOUS DRY 28-Jul-2006 at 0145 0002797309650 726190 A9 (10430/80) ROUNDABOUT SLIGHT DRY 29-Jun-2007 at 1400 0000072309765 726157 A9 (10430/80) ROUNDABOUT SLIGHT DRY 23-Oct-2007 at 2220 Total 5 (1 KSI)of which 4 are repeated in the next cluster Cluster 20. Possible cluster centred at 309650/726190 Eastings: 309550 - 309750 Northings: 726090 - 726290 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0002953309654 726143 A9 (10430/15) ROUNDABOUT SLIGHT DRY 3-Jul-2003 at 0710 0002149309656 726130 A9 (10430/15) ROUNDABOUT SERIOUS DRY 29-May-2005 at 1225 0002697309720 726229 A9 (10430/80) ROUNDABOUT SLIGHT DRY 15-Jul-2006 at 1415 0002816309664 726140 A9 (10430/80) ROUNDABOUT SERIOUS DRY 28-Jul-2006 at 0145 0002797309650 726190 A9 (10430/80) ROUNDABOUT SLIGHT DRY 29-Jun-2007 at 1400 Total 5 (2 KSI)of which 4 are repeated in the next cluster Cluster 21. Possible cluster centred at 309650/726190 Eastings: 309550 - 309750 Northings: 726090 - 726290 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0004611309652 726100 A9 (10430/80) ROUNDABOUT SLIGHT DRY 18-Jul-2002 at 1955

0002953309654 726143 A9 (10430/15) ROUNDABOUT SLIGHT DRY 3-Jul-2003 at 0710 0001201309699 726120 A9 (10430/16) ROUNDABOUT SLIGHT DRY 9-Mar-2006 at 0915 0002149309656 726130 A9 (10430/15) ROUNDABOUT SERIOUS DRY 29-May-2005 at 1225 0002816309664 726140 A9 (10430/80) ROUNDABOUT SERIOUS DRY 28-Jul-2006 at 0145 0002797309650 726190 A9 (10430/80) ROUNDABOUT SLIGHT DRY 29-Jun-2007 at 1400 0000072309765 726157 A9 (10430/80) ROUNDABOUT SLIGHT DRY 23-Oct-2007 at 2220 0004023309652 726119 A9 (10430/15) ROUNDABOUT SLIGHT DRY 4-Oct-2007 at 1225 Total 8 (2 KSI)of which 6 are repeated in the next cluster Cluster 22. Possible cluster centred at 309588/726042 Eastings: 309488 - 309688 Northings: 725942 - 726142 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0004611309652 726100 A9 (10430/80) ROUNDABOUT SLIGHT DRY 18-Jul-2002 at 1955 0002953309654 726143 A9 (10430/15) ROUNDABOUT SLIGHT DRY 3-Jul-2003 at 0710 0005378309588 726042 A9 (10430/16) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 8-Dec-2004 at 1945 OF JUNCTION 0001201309699 726120 A9 (10430/16) ROUNDABOUT SLIGHT DRY 9-Mar-2006 at 0915 0002149309656 726130 A9 (10430/15) ROUNDABOUT SERIOUS DRY 29-May-2005 at 1225 0002816309664 726140 A9 (10430/80) ROUNDABOUT SERIOUS DRY 28-Jul-2006 at 0145 0004023309652 726119 A9 (10430/15) ROUNDABOUT SLIGHT DRY 4-Oct-2007 at 1225 0001363309588 726062 A9 (10430/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 29-Apr-2011 at 1550 OF JUNCTION Total 8 (2 KSI)of which 0 are repeated in the next cluster Cluster 23. Possible cluster centred at 308505/724833 Eastings: 308405 - 308605 Northings: 724733 - 724933 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0002059308518 724809 A9 (10428/94) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 1-Apr-2004 at 1350 OF JUNCTION 0003938308535 724739 A9 (10428/94) SLIP ROAD SERIOUS WET / DAMP 21-Oct-2005 at 1605 0004517308526 724789 A9 (10428/94) SLIP ROAD SLIGHT FROST / ICE 22-Nov-2005 at 2235 0000580308596 724848 A9 (10428/06) SLIP ROAD SERIOUS WET / DAMP 16-Dec-2007 at 1330 0000992308521 724800 A9 (10428/94) NOT AT OR WITHIN 20 METRES SLIGHT DRY 1-Mar-2009 at 0005 OF JUNCTION 0000750308505 724833 A9 (10428/94) NOT AT OR WITHIN 20 METRES SERIOUS WET / DAMP 28-Jan-2010 at 0645 OF JUNCTION Total 6 (3 KSI)of which 0 are repeated in the next cluster

Cluster 24. Possible cluster centred at 308174/723141 Eastings: 308074 - 308274 Northings: 723041 - 723241 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0003329308182 723005 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 29-Jul-2003 at 0705 OF JUNCTION 0003524308181 723001 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT DRY 18-Aug-2003 at 0600 OF JUNCTION 0002470308174 723141 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 24-Jun-2005 at 1315 OF JUNCTION 0001390308214 723001 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 19-Feb-2007 at 1815 OF JUNCTION 0001216308210 723013 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 4-Feb-2008 at 1030 OF JUNCTION Total 5 (0 KSI)of which 4 are repeated in the next cluster Cluster 25. Possible cluster centred at 308181/723001 Eastings: 308081 - 308281 Northings: 722901 - 723101 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0003329308182 723005 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 29-Jul-2003 at 0705 OF JUNCTION 0003524308181 723001 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT DRY 18-Aug-2003 at 0600 OF JUNCTION 0004076308240 722920 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 6-Nov-2005 at 1100 OF JUNCTION 0001390308214 723001 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 19-Feb-2007 at 1815 OF JUNCTION 0001216308210 723013 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 4-Feb-2008 at 1030 OF JUNCTION Total 5 (0 KSI)of which 1 are repeated in the next cluster Cluster 26. Possible cluster centred at 308211/722790 Eastings: 308111 - 308311 Northings: 722690 - 722890 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0003606308211 722790 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 13-May-2002 at 1920 0005739308367 722821 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 15-Oct-2002 at 1700 0002507308226 722812 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 25-Apr-2003 at 2315 0002877308231 722818 A9 (10425/95) ROUNDABOUT SLIGHT DRY 26-Jun-2003 at 1300 0002345308234 722849 A9 (10428/05) ROUNDABOUT SLIGHT DRY 12-Apr-2004 at 1130 0003672308295 722835 A9 (10428/06) ROUNDABOUT SLIGHT WET / DAMP 18-Aug-2004 at 1350 0004076308240 722920 A9 (10428/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 6-Nov-2005 at 1100 OF JUNCTION

0002204308300 722822 A9 (10425/95) ROUNDABOUT SLIGHT DRY 7-Jun-2006 at 1605 0002121308300 722822 A9 (10425/95) NOT AT OR WITHIN 20 METRES SLIGHT DRY 4-May-2007 at 1440 OF JUNCTION 0002280308279 722824 A9 (10425/95) ROUNDABOUT SLIGHT DRY 5-May-2008 at 1815 0003672308301 722822 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 7-Sep-2008 at 0444 0001028308302 722821 A9 (10425/95) ROUNDABOUT SERIOUS WET / DAMP 22-Jan-2010 at 2150 0002053308260 722825 A9 (10425/95) ROUNDABOUT SLIGHT DRY 3-Jul-2011 at 0010 Total 13 (1 KSI)of which 1 are repeated in the next cluster Cluster 27. Possible cluster centred at 308097/722726 Eastings: 307997 - 308197 Northings: 722626 - 722826 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0003606308211 722790 A9 (10425/95) ROUNDABOUT SLIGHT WET / DAMP 13-May-2002 at 1920 0004097308097 722726 A9 (10425/93) NOT AT OR WITHIN 20 METRES SERIOUS WET / DAMP 6-Sep-2003 at 0335 OF JUNCTION 0001499308218 722748 A9 (10425/95) ROUNDABOUT SLIGHT DRY 4-Apr-2005 at 1830 0003009308100 722726 A9 (10425/93) NOT AT OR WITHIN 20 METRES SERIOUS WET / DAMP 13-Aug-2005 at 0900 OF JUNCTION 0003560308211 722770 A9 (10425/95) ROUNDABOUT SLIGHT DRY 25-Sep-2006 at 1155 0003356308194 722767 A9 (10425/92) NOT AT OR WITHIN 20 METRES SLIGHT DRY 10-Aug-2007 at 1200 OF JUNCTION 0001350308188 722762 A9 (10425/92) ROUNDABOUT SLIGHT DRY 27-Feb-2008 at 1630 0002279308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT WET / DAMP 2-May-2008 at 1530 0003165308197 722772 A9 (10425/92) ROUNDABOUT SERIOUS DRY 7-Jul-2008 at 1205 0000524308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT WET / DAMP 21-Jan-2009 at 1555 0001260308194 722767 A9 (10425/92) ROUNDABOUT SLIGHT DRY 16-Mar-2009 at 1620 0002822308211 722773 A9 (10425/95) ROUNDABOUT SLIGHT DRY 8-Apr-2008 at 0900 0001526308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT DRY 20-Apr-2009 at 0630 0002256308194 722767 A9 (10425/92) ROUNDABOUT SLIGHT DRY 24-May-2009 at 1300 0001944308197 722772 A9 (10425/92) ROUNDABOUT SLIGHT DRY 4-Jun-2009 at 1225 0003352308201 722773 A9 (10425/93) ROUNDABOUT SLIGHT DRY 25-Jun-2009 at 0925 0001895308201 722777 A9 (10425/92) ROUNDABOUT SLIGHT DRY 21-Jun-2010 at 0805 0003238308194 722767 A9 (10425/92) ROUNDABOUT SLIGHT DRY 8-Nov-2011 at 1255 Total 18 (3 KSI)of which 0 are repeated in the next cluster Cluster 28. Possible cluster centred at 305709/721439 Eastings: 305609 - 305809 Northings: 721339 - 721539

Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0002313305749 721441 A9 (10425/93) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 28-Apr-2003 at 1550 0000156305709 721439 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT DRY 1-Dec-2003 at 0900 0004860305741 721438 A9 (10425/93) "T" OR STAGGERED JUNCTION SERIOUS DRY 26-Oct-2004 at 1900 0005236305729 721432 A9 (10425/93) NOT AT OR WITHIN 20 METRES SLIGHT FROST / ICE 2-Dec-2004 at 1815 OF JUNCTION 0002294305725 721452 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT DRY 10-Jun-2005 at 1340 0002700305741 721459 A9 (10425/92) "T" OR STAGGERED JUNCTION SERIOUS DRY 26-Jun-2006 at 1505 0004176305733 721434 A9 (10425/93) "T" OR STAGGERED JUNCTION SLIGHT DRY 25-Nov-2006 at 1630 0000805305810 721490 A9 (10425/92) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 1-Jan-2007 at 0001 OF JUNCTION 0003692305741 721459 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT DRY 14-Sep-2007 at 0930 0002840305737 721457 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT DRY 19-May-2008 at 1445 0004500305737 721457 A9 (10425/92) "T" OR STAGGERED JUNCTION FATAL WET / DAMP 7-Nov-2008 at 1820 0000325305732 721455 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 11-Jan-2010 at 1555 Total 12 (3 KSI)of which 6 are repeated in the next cluster Cluster 29. Possible cluster centred at 305610/721381 Eastings: 305510 - 305710 Northings: 721281 - 721481 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0000156305709 721439 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT DRY 1-Dec-2003 at 0900 0004860305741 721438 A9 (10425/93) "T" OR STAGGERED JUNCTION SERIOUS DRY 26-Oct-2004 at 1900 0005236305729 721432 A9 (10425/93) NOT AT OR WITHIN 20 METRES SLIGHT FROST / ICE 2-Dec-2004 at 1815 OF JUNCTION 0002294305725 721452 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT DRY 10-Jun-2005 at 1340 0004176305733 721434 A9 (10425/93) "T" OR STAGGERED JUNCTION SLIGHT DRY 25-Nov-2006 at 1630 0002053305610 721381 A9 (10425/93) NOT AT OR WITHIN 20 METRES SLIGHT FLOOD (SURFACE WA10-Jun-2009 at 2120 OF JUNCTION 0000325305732 721455 A9 (10425/92) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 11-Jan-2010 at 1555 Total 7 (1 KSI)of which 0 are repeated in the next cluster Cluster 30. Possible cluster centred at 303224/719068 Eastings: 303124 - 303324 Northings: 718968 - 719168 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0005629303366 719131 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT DRY 25-Sep-2002 at 2100 0002362303224 719068 A9 (10425/07) "T" OR STAGGERED JUNCTION FATAL DRY 10-Apr-2003 at 1440 0000057303243 719064 A9 (10425/08) "T" OR STAGGERED JUNCTION FATAL DRY 21-Dec-2003 at 1400

0003570303244 719062 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT DRY 10-Aug-2004 at 1715 0004942303239 719061 A9 (10425/08) "T" OR STAGGERED JUNCTION FATAL DRY 14-Nov-2004 at 1730 Total 5 (3 KSI)of which 4 are repeated in the next cluster Cluster 31. Possible cluster centred at 303141/719008 Eastings: 303041 - 303241 Northings: 718908 - 719108 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0001047303199 719087 A9 (10425/07) "T" OR STAGGERED JUNCTION SERIOUS WET / DAMP 19-Jan-2002 at 1205 0002362303224 719068 A9 (10425/07) "T" OR STAGGERED JUNCTION FATAL DRY 10-Apr-2003 at 1440 0000057303243 719064 A9 (10425/08) "T" OR STAGGERED JUNCTION FATAL DRY 21-Dec-2003 at 1400 0003570303244 719062 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT DRY 10-Aug-2004 at 1715 0004942303239 719061 A9 (10425/08) "T" OR STAGGERED JUNCTION FATAL DRY 14-Nov-2004 at 1730 0001227303141 719008 A9 (10425/07) NOT AT OR WITHIN 20 METRES SLIGHT DRY 6-Feb-2008 at 1800 OF JUNCTION Total 6 (4 KSI)of which 0 are repeated in the next cluster Cluster 32. Possible cluster centred at 300108/717223 Eastings: 300008 - 300208 Northings: 717123 - 717323 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0001168300156 717205 A9 (10425/08) "T" OR STAGGERED JUNCTION FATAL DRY 16-Feb-2003 at 1130 0001235300130 717240 A9 (10425/07) "T" OR STAGGERED JUNCTION SLIGHT DRY 27-Jan-2007 at 1140 0003110300108 717223 A9 (10425/07) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 23-Jul-2007 at 1525 0003133300142 717258 A9 (10425/07) "T" OR STAGGERED JUNCTION SERIOUS DRY 9-Sep-2009 at 1710 0000328300238 717352 A9 (10425/07) NOT AT OR WITHIN 20 METRES SLIGHT FROST / ICE 4-Dec-2009 at 0715 OF JUNCTION 0000628300123 717207 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 5-Feb-2010 at 1800 0002916300117 717233 A9 (10425/07) "T" OR STAGGERED JUNCTION FATAL DRY 11-Oct-2010 at 0640 0002950300118 717203 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT DRY 17-Oct-2010 at 2210 0001059300108 717223 A9 (10425/07) "T" OR STAGGERED JUNCTION SLIGHT DRY 23-Feb-2011 at 1805 0000022300123 717207 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 5-Dec-2011 at 1540 Total 10 (3 KSI)of which 9 are repeated in the next cluster Cluster 33. Possible cluster centred at 300102/717188 Eastings: 300002 - 300202 Northings: 717088 - 717288 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0001168300156 717205 A9 (10425/08) "T" OR STAGGERED JUNCTION FATAL DRY 16-Feb-2003 at 1130 0001235300130 717240 A9 (10425/07) "T" OR STAGGERED JUNCTION SLIGHT DRY 27-Jan-2007 at 1140 0003110300108 717223 A9 (10425/07) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 23-Jul-2007 at 1525

0002764300102 717188 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT DRY 22-Mar-2007 at 0715 0003133300142 717258 A9 (10425/07) "T" OR STAGGERED JUNCTION SERIOUS DRY 9-Sep-2009 at 1710 0000628300123 717207 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 5-Feb-2010 at 1800 0002916300117 717233 A9 (10425/07) "T" OR STAGGERED JUNCTION FATAL DRY 11-Oct-2010 at 0640 0002950300118 717203 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT DRY 17-Oct-2010 at 2210 0001059300108 717223 A9 (10425/07) "T" OR STAGGERED JUNCTION SLIGHT DRY 23-Feb-2011 at 1805 0000022300123 717207 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 5-Dec-2011 at 1540 Total 10 (3 KSI)of which 0 are repeated in the next cluster Cluster 34. Possible cluster centred at 298267/715747 Eastings: 298167 - 298367 Northings: 715647 - 715847 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0005981298393 715816 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 3-Nov-2002 at 2305 0002667298326 715860 A9 (10425/07) "T" OR STAGGERED JUNCTION SLIGHT DRY 13-Jun-2003 at 1600 0002807298281 715730 A9 (10424/50) "T" OR STAGGERED JUNCTION SLIGHT DRY 13-Jun-2003 at 1035 0003483298329 715856 A9 (10425/07) SLIP ROAD SLIGHT DRY 11-Aug-2003 at 0840 0000432298269 715751 A9 (10424/05) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 6-Jan-2006 at 1750 0000009298283 715734 A9 (10424/50) "T" OR STAGGERED JUNCTION SLIGHT DRY 24-Nov-2006 at 1630 0000033298269 715751 A9 (10424/05) "T" OR STAGGERED JUNCTION SERIOUS WET / DAMP 29-Nov-2006 at 1615 0002132298269 715751 A9 (10424/05) "T" OR STAGGERED JUNCTION SLIGHT DRY 2-May-2007 at 1440 0004067298287 715742 A9 (10424/50) "T" OR STAGGERED JUNCTION SLIGHT DRY 13-Oct-2007 at 0805 0004132298358 715901 A9 (10425/07) NOT AT OR WITHIN 20 METRES SLIGHT DRY 17-Oct-2007 at 1345 OF JUNCTION 0002975298267 715747 A9 (10424/05) "T" OR STAGGERED JUNCTION SLIGHT DRY 18-Jun-2008 at 1305 0001061298285 715738 A9 (10424/50) "T" OR STAGGERED JUNCTION SERIOUS DRY 1-Mar-2011 at 1725 Total 12 (2 KSI)of which 8 are repeated in the next cluster Cluster 35. Possible cluster centred at 298267/715747 Eastings: 298167 - 298367 Northings: 715647 - 715847 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0000791298307 715695 A9 (10425/08) "T" OR STAGGERED JUNCTION SLIGHT DRY 29-Jan-2003 at 1400 0003187298273 715714 A9 (10424/50) NOT AT OR WITHIN 20 METRES SLIGHT DRY 29-Jun-2003 at 1430 OF JUNCTION 0002807298281 715730 A9 (10424/50) "T" OR STAGGERED JUNCTION SLIGHT DRY 13-Jun-2003 at 1035 0000432298269 715751 A9 (10424/05) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 6-Jan-2006 at 1750 0000009298283 715734 A9 (10424/50) "T" OR STAGGERED JUNCTION SLIGHT DRY 24-Nov-2006 at 1630

0000033298269 715751 A9 (10424/05) "T" OR STAGGERED JUNCTION SERIOUS WET / DAMP 29-Nov-2006 at 1615 0002132298269 715751 A9 (10424/05) "T" OR STAGGERED JUNCTION SLIGHT DRY 2-May-2007 at 1440 0004067298287 715742 A9 (10424/50) "T" OR STAGGERED JUNCTION SLIGHT DRY 13-Oct-2007 at 0805 0002975298267 715747 A9 (10424/05) "T" OR STAGGERED JUNCTION SLIGHT DRY 18-Jun-2008 at 1305 0001061298285 715738 A9 (10424/50) "T" OR STAGGERED JUNCTION SERIOUS DRY 1-Mar-2011 at 1725 Total 10 (2 KSI)of which 0 are repeated in the next cluster Cluster 36. Possible cluster centred at 293859/711882 Eastings: 293759 - 293959 Northings: 711782 - 711982 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0003339293970 711950 A9 (10422/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 29-Apr-2002 at 0730 OF JUNCTION 0002727293940 711910 A9 (10422/50) NOT AT OR WITHIN 20 METRES SLIGHT DRY 22-Jul-2006 at 1020 OF JUNCTION 0003894293859 711882 A9 (10422/05) NOT AT OR WITHIN 20 METRES SERIOUS DRY 11-Oct-2006 at 1000 OF JUNCTION 0001017294006 711947 A9 (10422/50) NOT AT OR WITHIN 20 METRES SLIGHT SNOW 10-Jan-2008 at 1315 OF JUNCTION 0001977293921 711918 A9 (10422/05) NOT AT OR WITHIN 20 METRES SLIGHT DRY 1-Jul-2010 at 1620 OF JUNCTION Total 5 (1 KSI)of which 0 are repeated in the next cluster Cluster 37. Possible cluster centred at 289309/708515 Eastings: 289209 - 289409 Northings: 708415 - 708615 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0001915289365 708509 A9 (10418/07) NOT AT OR WITHIN 20 METRES SLIGHT DRY 26-Mar-2004 at 1305 OF JUNCTION 0002986289452 708544 A9 (10418/07) NOT AT OR WITHIN 20 METRES SLIGHT DRY 11-Aug-2006 at 1715 OF JUNCTION 0003121289318 708518 A9 (10415/60) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 18-Aug-2006 at 1320 0000644289309 708515 A9 (10415/60) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 28-Dec-2006 at 1630 0004060289320 708518 A9 (10415/60) "T" OR STAGGERED JUNCTION SERIOUS DRY 12-Oct-2007 at 1035 0002329289318 708518 A9 (10415/60) "T" OR STAGGERED JUNCTION SERIOUS WET / DAMP 15-Jun-2009 at 1605 0003844289320 708518 A9 (10415/60) "T" OR STAGGERED JUNCTION SERIOUS DRY 9-Nov-2009 at 0745 0000067289320 708492 A9 (10415/61) "T" OR STAGGERED JUNCTION SERIOUS WET / DAMP 1-Dec-2009 at 0845 Total 8 (4 KSI)of which 7 are repeated in the next cluster Cluster 38. Possible cluster centred at 289259/708476 Eastings: 289159 - 289359 Northings: 708376 - 708576 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time

0001915289365 708509 A9 (10418/07) NOT AT OR WITHIN 20 METRES SLIGHT DRY 26-Mar-2004 at 1305 OF JUNCTION 0003121289318 708518 A9 (10415/60) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 18-Aug-2006 at 1320 0000644289309 708515 A9 (10415/60) "T" OR STAGGERED JUNCTION SLIGHT WET / DAMP 28-Dec-2006 at 1630 0004060289320 708518 A9 (10415/60) "T" OR STAGGERED JUNCTION SERIOUS DRY 12-Oct-2007 at 1035 0002329289318 708518 A9 (10415/60) "T" OR STAGGERED JUNCTION SERIOUS WET / DAMP 15-Jun-2009 at 1605 0003025289259 708476 A9 (10415/61) NOT AT OR WITHIN 20 METRES SLIGHT DRY 12-Sep-2009 at 0635 OF JUNCTION 0003844289320 708518 A9 (10415/60) "T" OR STAGGERED JUNCTION SERIOUS DRY 9-Nov-2009 at 0745 0000067289320 708492 A9 (10415/61) "T" OR STAGGERED JUNCTION SERIOUS WET / DAMP 1-Dec-2009 at 0845 Total 8 (4 KSI)of which 0 are repeated in the next cluster Cluster 39. Possible cluster centred at 281405/705395 Eastings: 281305 - 281505 Northings: 705295 - 705495 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time 0005681281405 705395 A9 (10411/05) "T" OR STAGGERED JUNCTION SLIGHT DRY 14-Sep-2002 at 2015 0001295281432 705428 A9 (10413/00) "T" OR STAGGERED JUNCTION SLIGHT DRY 19-Dec-2003 at 2330 0005383281462 705458 A9 (10413/00) NOT AT OR WITHIN 20 METRES FATAL DRY 15-Dec-2004 at 1755 OF JUNCTION 0002703281472 705468 A9 (10413/00) NOT AT OR WITHIN 20 METRES SERIOUS DRY 2-Jun-2007 at 2140 OF JUNCTION 0702693281490 705460 A9 (10413/50) NOT AT OR WITHIN 20 METRES SLIGHT DRY 14-Sep-2007 at 2210 OF JUNCTION Total 5 (2 KSI)of which 0 are repeated in the next cluster Cluster 40. Possible cluster centred at 278875/703022 Eastings: 278775 - 278975 Northings: 702922 - 703122 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E301826278875 703022 B8033 (10408/11) OTHER JUNCTION SLIGHT WET / DAMP 11-Jul-2003 at 0945 E303333278963 703038 A9 (10411/06) SLIP ROAD SLIGHT WET / DAMP 9-Dec-2003 at 1830 0602403278925 703022 A9 (10408/12) NOT AT OR WITHIN 20 METRES SLIGHT DRY 4-Sep-2006 at 2250 OF JUNCTION 0603192278949 703032 A9 (10408/12) SLIP ROAD SLIGHT WET / DAMP 18-Nov-2006 at 1930 0901798278929 703017 B8033 (NT) (10408/12) SLIP ROAD SERIOUS DRY 8-Aug-2009 at 1420 1001967278971 703062 A9 (10411/05) NOT AT OR WITHIN 20 METRES SERIOUS DRY 12-Oct-2010 at 1915 OF JUNCTION Total 6 (2 KSI)of which 0 are repeated in the next cluster Cluster 41. Possible cluster centred at 277499/699755 Eastings: 277399 - 277599 Northings: 699655 - 699855

Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E201845277562 699656 A9 (10403/15) NOT AT OR WITHIN 20 METRES SERIOUS DRY 9-Aug-2002 at 1735 OF JUNCTION E400954277568 699624 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 12-Apr-2004 at 1520 OF JUNCTION E402745277526 699703 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 10-Oct-2004 at 2100 OF JUNCTION 0502457277514 699727 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 20-Oct-2005 at 1730 OF JUNCTION 0603685277512 699731 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 27-Dec-2006 at 1255 OF JUNCTION 0800266277499 699755 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 25-Jan-2008 at 1630 OF JUNCTION Total 6 (1 KSI)of which 3 are repeated in the next cluster Cluster 42. Possible cluster centred at 277526/699703 Eastings: 277426 - 277626 Northings: 699603 - 699803 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E201845277562 699656 A9 (10403/15) NOT AT OR WITHIN 20 METRES SERIOUS DRY 9-Aug-2002 at 1735 OF JUNCTION E303313277606 699553 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT FROST / ICE 8-Dec-2003 at 0830 OF JUNCTION E400954277568 699624 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 12-Apr-2004 at 1520 OF JUNCTION E402745277526 699703 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 10-Oct-2004 at 2100 OF JUNCTION 0702007277596 699573 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 26-Jul-2007 at 1700 OF JUNCTION 0702191277600 699565 A9 (10403/15) NOT AT OR WITHIN 20 METRES SERIOUS DRY 13-Aug-2007 at 1730 OF JUNCTION 0801623277598 699569 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 24-Jun-2008 at 1820 OF JUNCTION Total 7 (2 KSI)of which 4 are repeated in the next cluster Cluster 43. Possible cluster centred at 277596/699573 Eastings: 277496 - 277696 Northings: 699473 - 699673 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E302141277642 699451 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT DRY 15-Aug-2003 at 1320 OF JUNCTION E302544277638 699494 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 19-Sep-2003 at 1555 OF JUNCTION E303313277606 699553 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT FROST / ICE 8-Dec-2003 at 0830 OF JUNCTION

0502374277646 699479 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 10-Oct-2005 at 1245 OF JUNCTION 0601261277633 699503 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 5-May-2006 at 1800 OF JUNCTION 0603173277644 699482 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 17-Nov-2006 at 1530 OF JUNCTION 0601505277645 699481 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 3-Jun-2006 at 1350 OF JUNCTION 0702007277596 699573 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 26-Jul-2007 at 1700 OF JUNCTION 0702191277600 699565 A9 (10403/15) NOT AT OR WITHIN 20 METRES SERIOUS DRY 13-Aug-2007 at 1730 OF JUNCTION 0702991277659 699455 A9 (10403/15) NOT AT OR WITHIN 20 METRES SERIOUS DRY 5-Nov-2007 at 1700 OF JUNCTION 0801623277598 699569 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 24-Jun-2008 at 1820 OF JUNCTION Total 11 (2 KSI)of which 7 are repeated in the next cluster Cluster 44. Possible cluster centred at 277633/699503 Eastings: 277533 - 277733 Northings: 699403 - 699603 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E300663277695 699353 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 7-Mar-2003 at 1805 OF JUNCTION E302141277642 699451 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT DRY 15-Aug-2003 at 1320 OF JUNCTION E302544277638 699494 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 19-Sep-2003 at 1555 OF JUNCTION 0502374277646 699479 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 10-Oct-2005 at 1245 OF JUNCTION 0601261277633 699503 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 5-May-2006 at 1800 OF JUNCTION 0603173277644 699482 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 17-Nov-2006 at 1530 OF JUNCTION 0601505277645 699481 A9 (10403/15) NOT AT OR WITHIN 20 METRES SLIGHT DRY 3-Jun-2006 at 1350 OF JUNCTION 0702991277659 699455 A9 (10403/15) NOT AT OR WITHIN 20 METRES SERIOUS DRY 5-Nov-2007 at 1700 OF JUNCTION Total 8 (1 KSI)of which 1 are repeated in the next cluster Cluster 45. Possible cluster centred at 277674/699320 Eastings: 277574 - 277774 Northings: 699220 - 699420 Coll. ref No. Easting Northing Road Junction Detail Severity Surface Date and Time E820533277734 699278 A9 (10403/05) ROUNDABOUT SERIOUS FROST / ICE 2-Jan-2002 at 0955

E820621277753 699283 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 20-Jan-2002 at 1450 E020091277710 699271 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 5-Feb-2002 at 1715 E201075277799 699254 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 19-May-2002 at 0445 E201084277676 699317 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 19-May-2002 at 1546 OF JUNCTION E201528277676 699317 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 1-Jul-2002 at 1505 OF JUNCTION E201656277674 699320 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 17-Jul-2002 at 1730 OF JUNCTION E201667277732 699277 A9 (10403/05) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 20-Jul-2002 at 1445 OF JUNCTION E201935277680 699309 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT DRY 18-Aug-2002 at 1715 OF JUNCTION E202815277753 699283 A9 (10403/05) ROUNDABOUT SLIGHT DRY 14-Nov-2002 at 0955 E200091277710 699271 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 5-Feb-2002 at 1715 E300663277695 699353 A9 (10403/14) NOT AT OR WITHIN 20 METRES SLIGHT WET / DAMP 7-Mar-2003 at 1805 OF JUNCTION E300697277787 699265 B8033 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 11-Mar-2003 at 0850 E301049277790 699260 B8033 (10403/05) ROUNDABOUT SLIGHT DRY 24-Apr-2003 at 0930 E301061277708 699302 A9 (10403/05) ROUNDABOUT SLIGHT DRY 23-Apr-2003 at 1030 E301954277708 699302 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 28-Jul-2003 at 1710 E302463277734 699335 A9 (10403/15) ROUNDABOUT SLIGHT DRY 14-Sep-2003 at 1615 E302560277708 699302 A9 (10403/05) ROUNDABOUT SLIGHT DRY 22-Sep-2003 at 1050 E400461277734 699335 A9 (10403/15) ROUNDABOUT SLIGHT WET / DAMP 28-Jan-2004 at 1300 E402101277708 699302 A9 (10403/05) ROUNDABOUT SLIGHT DRY 8-Aug-2004 at 1515 E403484277741 699331 A9 (10403/15) ROUNDABOUT SLIGHT WET / DAMP 14-Dec-2004 at 0845 0603308277816 699296 A9 (10403/05) ROUNDABOUT SLIGHT DRY 12-Nov-2006 at 1210 0603451277814 699298 A9 (10403/05) ROUNDABOUT SERIOUS DRY 5-Dec-2006 at 0835 0603684277693 699265 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 27-Dec-2006 at 1245 0701531277760 699326 A9 (10403/05) ROUNDABOUT SLIGHT DRY 4-Jun-2007 at 0645 0700245277815 699298 B8033 (NT) (10403/05) ROUNDABOUT SLIGHT WET / DAMP 23-Jan-2007 at 0750 0702975277816 699295 B8033 (NT) (10403/05) ROUNDABOUT SLIGHT DRY 2-Nov-2007 at 1000 0601066277692 699252 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 13-Apr-2006 at 0840 0801939277802 699317 B8033 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 6-Aug-2008 at 1630

0800032277694 699271 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 3-Jan-2008 at 1000 0802107277760 699326 A9 (10403/05) ROUNDABOUT SLIGHT DRY 22-Aug-2008 at 0900 0802903277713 699308 A9 (10403/05) ROUNDABOUT SLIGHT DRY 20-Nov-2008 at 1600 0803221277789 699319 A9 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 21-Dec-2008 at 1000 0901293277840 699335 B8033(NT) (10403/05) ROUNDABOUT SERIOUS DRY 4-Jun-2009 at 0840 0901626277816 699300 B8033 (NT) (10403/05) ROUNDABOUT SLIGHT DRY 17-Jul-2009 at 1500 0900471277820 699290 B8033 (NT) (10403/05) ROUNDABOUT SLIGHT WET / DAMP 24-Feb-2009 at 0955 0902618277760 699326 A9 (10403/05) ROUNDABOUT SLIGHT DRY 17-Nov-2009 at 1000 1000475277817 699293 A9 (10403/05) ROUNDABOUT SLIGHT DRY 6-Mar-2010 at 1645 1001171277730 699320 A9 (10403/05) ROUNDABOUT SLIGHT DRY 21-Jun-2010 at 1735 1001211277734 699335 A9 (10403/15) ROUNDABOUT SLIGHT DRY 26-Jun-2010 at 0915 1001607277730 699320 A9 (10403/05) ROUNDABOUT SLIGHT DRY 23-Aug-2010 at 1800 1100446277808 699302 B8033 (10403/05) ROUNDABOUT SLIGHT WET / DAMP 25-Feb-2011 at 1800 Total 42 (3 KSI)

Issue: 4.0 Date: November 2012 Scheme ID: 12/NE/0805/326