The DINGO Database: Summary Report

by

Paul J Vardanega, Elia Voyagaki, Jamie J Crispin, Charlotte E L Gilder & Konstantina Ntassiou Department of Civil Engineering, University of Bristol

April 2021 (version 1.1)

Suggested citation: Vardanega P.J., Voyagaki E., Crispin J.J., Gilder C.E.L. and Ntassiou K. (2021) The DINGO Database: Summary Report: April 2021, v1.1. University of Bristol, Bristol, UK, https://doi.org/10.5523/bris.89r3npvewel2ea8ttb67ku4d

Disclaimer: The opinions, findings, and conclusions or recommendations expressed in this report are those of the authors and do not necessarily reflect the views of the study sponsor(s), project partner(s), data contributor(s) or the University of Bristol. This report and accompanying database do not constitute a design standard or code of practice. This report is for information purposes only and should not be relied upon for any specific purpose. To report any errors in the database please email: [email protected]

Released under the CC-BY 4.0 Licence (https://creativecommons.org/licenses/by/4.0/)

The DINGO Database: Summary Report

by

Paul J Vardanega, Elia Voyagaki, Jamie J Crispin, Charlotte E L Gilder & Konstantina Ntassiou Department of Civil Engineering, University of Bristol

April 2021 (version 1.1)

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Abstract

This report outlines the database of pile load test information that has been built as part of the Engineering and Physical Sciences Research Council (EPSRC) funded project EP/P020933/1: Databases to INterrogate Geotechnical Observations (DINGO) which ran between 1 July 2017 and 9 June 2019. The database is populated with data digitised from the literature as well as datasets supplied by contributors from the geotechnical engineering industry in the United Kingdom. The database file structure is inspired by the AGS data format (Association of Geotechnical and Geoenvironmental Engineering Specialists). The report is arranged in five main parts: (1) In the first section the background and rationale of the project is explained in detail; (2) In the second section the methodology and tools used by the research team to build the database are explained; (3) In the third section the database structure is shown and commentary is given for those wishing to download some or all of the information contained in the DINGO database; (4) In this section preliminary analysis of the collected data is represented on a series of maps, drawn using a geographical information system (GIS), which show the following subsets: (a) construction era; (b) pile foundation typology; (c) geological deposit and soil characteristics; (5) The report concludes with a summary as well as a series of appendices and references that in part explain the structure, arrangement and origin of the information in the DINGO database. The database has been uploaded to the data.bris Research Data Repository at the University of Bristol, and has been released online (https://doi.org/10.5523/bris.89r3npvewel2ea8ttb67ku4d) for use by the community under the CC-BY 4.0 Licence (https://creativecommons.org/licenses/by/4.0/)

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Changelog

June 2019 – Version 1.0 • Database published. • Available at https://doi.org/10.5523/bris.3r14qbdhv648b2p83gjqby2fl8

April 2021 – Version 1.1 • Minor revision with error corrections. • Updated publications list (Section 1.2). • Geology codes updated for sites D07_04 and R27. • Site D07_04 moved to COH geology category. • Site R42 moved from COH to GRA geology category. • Site R22 moved from CFA to MISC construction category. • Figures for COH (Fig. 7), GRA (Fig. 8), CFA (Fig. 12) and MISC (Fig 13) categories updated. • Table 8 updated with new counts for categories. • SITES table updated. Changes included in Table 4 and Table I_1. • PILES table updated. Changes included in Tables I_2, III_1-6, IV_1-5 and V_1-8. • Other minor fixes to data files. • Available at https://doi.org/10.5523/bris.89r3npvewel2ea8ttb67ku4d

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Acknowledgements

The authors would like to thank and acknowledge the support received throughout the project. The first author and principal investigator acknowledges the support received from the Engineering and Physical Sciences Research Council (EPSRC) grant EP/P020933/1: Databases to INterrogate Geotechnical Observations (DINGO). The generous in-kind support received from the project partners: Arup Group (Ltd), Atkins Global (UK) and Fugro (UK) is also gratefully acknowledged. The principal investigator also acknowledges the financial support for this project received from the School of Civil, Aerospace and Mechanical Engineering (CAME) and the Earthquake and Geotechnical Engineering Research Group at the University of Bristol. The doctoral studies of the third and fourth authors were supported by the Engineering and Physical Sciences Research Council, Grant Numbers: EP/N509619/1 and EP/R51245X/1, respectively.

The authors wish to thank the many people who have assisted with making the project possible. In particular: • We are grateful to Dr Nick O’Riordan, of Arup, for sharing data on HS1 as well as his valuable support throughout the project. • We are grateful to Paul Nowak, of Atkins, for sharing data from the A14 Cambridge to Huntingdon Improvement Scheme, as well as for his valuable support throughout the project. • We are grateful to Dr Melvin England, of Fugro, for his valuable support throughout the project.

The following data contributors are also acknowledged: • We are grateful to Sergio Solera, of Mott Macdonald, for sharing load test data from bored and CFA piles terminating in sands and gravels. • We are grateful to Dr Tarek Sadek, of Arup, for sharing data from the Defence and National Rehabilitation Centre (DNRC) at Stanford Hall, and the City of Manchester Stadium. • We are grateful to Malcolm Woodruff for sharing data from the Isle of Wight.

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• We are grateful to Mark Shaw, of , for facilitating access to the HAGDMS database.

Special thanks also go to Dinesh Patel, of Arup; Katya Zabelina, of Jacobs; Paul Cheesman, of Fugro and Garry Baker and Claire Shelley, from the British Geological Society, for helpful advice and comments.

The authors are particularly thankful to Dr Kirsty Merrett, Library Services and Richard Abraham, IT Services, of the University of Bristol, for their valuable help organising the dissemination of the database.

Finally, the support of Professor George Mylonakis, Head of the Earthquake and Geotechnical Engineering Research group at the University of Bristol, for sharing expertise on the non-linear analysis of piles and for the research group’s financial support to the project, is greatly acknowledged and most appreciated.

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Contents

Abstract ii Changelog iii Acknowledgements iv Contents vi List of Tables vii List of Figures viii 1. Introduction 1 1.1 Project background 1 1.2 Supporting publications 2 1.3 Report outline 3 1.4 DINGO Database 3 2. Building the database 4 2.1 Data sources 4 2.2 Digitisation of data 5 2.3 Issues arising during database building 5 2.4 Data visualisation 8 2.5 Summary of DINGO sites 9 3. Structure of the database 21 4. Data presentation 24 4.1 Categorisation by geological criteria 24 4.2 Categorisation by pile type 25 4.3 Categorisation by decade of construction 26 5. Summary 69 Report References 70 Appendix I: Database notation 75 Appendix II: Summary of sites and piles 77 Appendix III: Pile test data records by geology 98 Appendix IV: Pile test data records by pile type 120 Appendix V: Pile test data records by decade 138 Appendix VI: DINGO Database References 158

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List of Tables

Table 1. Classification of the literature data. 4 Table 2. Geology codes used in the DINGO Database. 5 Table 3. Secondary geology codes used in the DINGO Database. 6 Table 4. Locations and summary of test sites in the DINGO Database. 10 Table 5. Database spreadsheet format. 21 Table 6. A typical example of the geology ‘GEOL’ subcategory included in 22 the DINGO Database. Table 7. A typical example of the pile test ‘PLTS’ subcategory included in 23 the DINGO Database. Table 8. Distribution of the DINGO Database pile test in the main 24 subcategories. Table I_1. DINGO Database table identifiers 75 Table II_1. Summary statistics of sites included in the DINGO Database. 77 Table II_2. List of all piles included in the DINGO Database. 83 Table III_1. Pile test data records in the London Basin. 98 Table III_2. Pile test data records in Mercia Mudstone. 103 Table III_3. Pile test data records in Chalk. 105 Table III_4. Pile test data records in Superficial deposits. 107 Table III_5. Pile test data records primarily in Cohesive deposits. 110 Table III_6. Pile test data records primarily in Granular deposits. 118 Table IV_1. Pile test data records for Bored piles. 120 Table IV_2. Pile test data records for Driven, Concrete piles. 128 Table IV_3. Pile test data records for Driven, Steel piles. 131 Table IV_4. Pile test data records for CFA piles. 133 Table IV_5. Pile test data records for Miscellaneous piles. 136 TableV_1. Pile test data records from the 1940s 138 TableV_2. Pile test data records from the 1950s 139 TableV_3. Pile test data records from the 1960s 141 TableV_4. Pile test data records from the 1970s 144 TableV_5. Pile test data records from the 1980s 149 TableV_6. Pile test data records from the 1990s 151 TableV_7. Pile test data records from the 2000s 154 TableV_8. Pile test data records from the 2010s 156

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List of Figures

Figure 1. Summary GIS map showing the distribution of DINGO Database 27 tests across the UK. Figure 2. GIS Geology map showing distribution of the DINGO Database 29 tests in the UK. Figure 3. GIS Geology map showing locations of DINGO Database tests in 31 London Basin. Figure 4. GIS Geology map showing locations of DINGO Database tests in 33 Mercia Mudstone. Figure 5. GIS Geology map showing locations of DINGO Database tests in 35 Chalk. Figure 6. GIS Geology map showing locations of DINGO Database tests in 37 Superficial deposits. Figure 7. GIS Geology map showing locations of DINGO Database tests in 39 Cohesive deposits. Figure 8. GIS Geology map showing locations of DINGO Database tests in 41 Granular deposits. Figure 9. GIS map showing locations of DINGO Database tests on Bored 43 piles. Figure 10. Figure 9. GIS map showing locations of DINGO Database tests on 45 Driven, Concrete piles. Figure 11. GIS map showing locations of DINGO Database tests on Driven, 47 Steel piles. Figure 12. GIS map showing locations of DINGO Database tests on CFA 49 piles. Figure 13. GIS map showing locations of DINGO Database tests on 51 Miscellaneous piles. Figure 14. GIS map showing locations of DINGO Database tests from the 53 1940s. Figure 15. GIS map showing locations of DINGO Database tests from the 55 1950s. Figure 16. GIS map showing locations of DINGO Database tests from the 57 1960s. Figure 17. GIS map showing locations of DINGO Database tests from the 59 1970s. Figure 18. GIS map showing locations of DINGO Database tests from the 61 1980s. Figure 19. GIS map showing locations of DINGO Database tests from the 63 1990s. Figure 20. GIS map showing locations of DINGO Database tests from the 65 2000s. Figure 21. GIS map showing locations of DINGO Database tests from the 67 2010s.

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1. Introduction

1.1 Project background This section gives some background to the DINGO Project led by Vardanega (2017). Civil engineers produce high-quality ‘one-off’ constructions. These prototype constructions are almost always in contact with the highly variable and difficult-to-characterise material that comprises the ‘ground’. What is even less well understood is what ‘reserve capacity’ remains in already constructed geo-structures. An engineer may know the nominal factor of safety used in a design calculation, but would struggle to estimate how far an existing pile foundation is from ‘failure’ and the nature of the associated mechanism. Failure of piled foundations is specifically attributed to excessive displacements. The available literature on the subject of quantifying these displacements is extensive and encompasses analytical solutions in closed form (Randolph & Wroth 1978; Randolph and Wroth 1979, Scott 1981, Mylonakis & Gazetas 1998; Mylonakis 2001, Guo 2012; Crispin et al. 2018; Crispin et al. 2019), elastic boundary-element type formulations (Poulos & Davis 1968, Butterfield & Banerjee 1971), finite-element solutions (Ottaviani 1975, Baguelin & Frank 1980), load-transfer approaches using non-linear soil models (Vardanega et al. 2012; Vardanega 2015; Vardanega et al. 2018; Crispin et al. 2019) various “t-z” models (Seed & Reese 1957, Coyle & Reese 1966, Kraft et al. 1981). Despite the variety and the sophistication of available models, engineers “may never be able to estimate axial pile capacity in many soil types more accurately [on the average] than about ±30%” (Randolph, 2003), due to unavoidable aleatory uncertainty, which makes piling engineering a challenge for geotechnical specialists. Uncertainty about the actual capacity and performance of existing foundations is acknowledged to increase conservatism in decision making and to create barriers to extracting greater value from existing assets. However, valuable but disparate information is often available, which, if properly marshalled and synthesised, could fill epistemic gaps, giving practitioners greater confidence in their ability to manage risks, and helping researchers to identify the valuable knowledge gaps that warrant further research. Reduction of uncertainty is key to the value, risk and investment propositions, leading to reduced costs, increased value for money, and the mobilisation of the innovation that will achieve these outcomes. This can be achieved by relying on case records and foundation response databases that, if well analysed and easily accessible, are invaluable for consultants making a-priori predictions of behaviour.

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Designers often rely on empirical and analytical models from sources such as Skempton (1959), Poulos (1989), Randolph (2003) and classic textbooks such as Tomlinson & Woodward (2014) and Fleming et al. (2009) to carry out routine work in the UK. As codes of practice become more performance-oriented, high quality data are essential for calibrating design parameters and updating design methods. The need for databases of pile performance is recognised by various researchers from several countries e.g., USA (Paikowsky et al. 2004), Ireland (Galbraith et al. 2014) and Egypt (AbdelSalam et al. 2015). Global databases by Yang et al. (2015, 2016) (for piles in sands) and the Deep Foundation Institute (DFI) and University of California at Irvine (UCI) in the USA (Lemnitzer, A. and Favaretti, C. (2013) Find A Pile.com) for lateral-load tests are also available. Results of full-scale tests of bored piles in London Clay (Whitaker & Cooke 1966, Patel, 1992) are available but the raw data is currently not openly accessible over the internet. Combining the load test data from past UK constructions is a vital step towards better calibrating geotechnical design models, reducing uncertainty and assessing the potential for foundation re-use by better estimating ‘reserve capacity’ in existing construction. This report presents the primary outcome of the EPSRC funded research project: EP/P020933/1: Databases to INterrogate Geotechnical Observations (DINGO) (Vardanega 2017) i.e. the development of an opensource database of pile load tests in UK soil deposits.

1.2 Supporting publications At the time of writing, the following papers related to the project have been completed (Vardanega et al. 2018; Voyagaki et al. 2019 and Crispin et al. 2019, Vardanega et al. 2021): Vardanega, P., Crispin, J., Gilder, C., Voyagaki, E., Shepheard, C., & Holcombe, E. A. (2018) Geodatabases to improve geotechnical design and modelling. ce/papers, 2(2-3), 401-406, https://doi.org/10.1002/cepa.704 Voyagaki, E., Crispin, J., Gilder, C., Nowak, P., O'Riordan, N., Patel, D., & Vardanega, P. (2019) Analytical Approaches to Predict Pile Settlement in London Clay. In: El- Naggar H., Abdel-Rahman K., Fellenius B., Shehata H. (eds) Sustainability Issues for the Deep Foundations. GeoMEast 2018. Sustainable Civil Infrastructures. Springer, Cham, https://doi.org/10.1007/978-3-030-01902-0_14 Crispin, J.J., Vardanega, P.J., & Mylonakis, G. (2019) Prediction of pile settlement using simplified models. In: Sigursteinsson, H., Erlingsson, S. & Bessason, B (eds.) Proceedings of the XVII European Conference on Soil Mechanics and Geotechnical

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Engineering, Reykjavik, Iceland, September 1-6, 2019, Geotechnical Engineering, foundation of the future. Paper 388, 8 pp. Vardanega, P. J., Crispin, J.J., Gilder, C.E.L., Voyagaki, E., & Ntassiou, K. (2021) DINGO: A pile load test database. In: Higgins, K.G., Ainsworth, Y., Toll, D.G. & Osman, A.S. (eds.) Piling 2020: Proceedings of the Piling 2020 Conference, ICE Publishing, London, UK, 229-234.

1.3 Report outline The report sections are outlined below: • In Section 2, the methodology and tools used by the research team to build the database are explained. • In Section 3, the database structure is described, and commentary is given for those wishing to download some or all the information contained in the DINGO database. • In Section 4, preliminary analysis of the collected data is represented on a series of maps, drawn using a geographical information system (GIS), which show the following subsets: (a) construction era; (b) pile foundation typology; (c) geological deposit and soil characteristics. • The report concludes with a summary and a set of appendices and references. Relevant tables are available in Appendices I to VI (as referenced throughout the text), e.g. Appendix II. All data sources for the DINGO Database are given in detail in Appendix VI.

1.4 DINGO Database Version 1.1 of the DINGO Database is available online at https://doi.org/10.5523/bris.89r3npvewel2ea8ttb67ku4d

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2. Building the database

2.1 Data sources The DINGO database includes both literature and industry data. Data from the literature has been sourced as far back as the 1940s, from a variety of published material such as: journals, conference proceedings, Masters and Doctoral dissertations and reports. Industry data was collected from UK-based engineering offices and organisations who have supported the efforts of the research team. An extensive list of the data sources is provided in Appendix VI. The collected data includes many types of pile tests (Constant Rate of Penetration (CRP), Maintained Load (ML), Osterberg style), pile types (bored, driven, cast in situ, Continuous Flight Auger (CFA), straight shafted, under-reamed) and pile materials (concrete, steel, mixed, composite etc), soil types (clay, chalk, sand, superficials etc) from locations across the UK.

Table 1. Classification of the literature data.

Pile Test Site Investigation

Class Description Class Description

A Full load-settlement curve 5 Data in AGS format

B Points on curve 4 Stratigraphy & strength profile

C Ultimate load & 3 Strength profile settlement

D Ultimate load 2 Stratigraphy

1 Location/Geology description

0 No data

The published data was initially assessed and classified, by the research team, based on the quality of pile test and geotechnical investigation data (Table 1). This process was followed to prioritise the input of data into the database, making sure that the most useful information was included. For inclusion in the DINGO Database, priority was given to data corresponding to tests accompanied by full load-settlement curves and systematic site investigation, including stratigraphy and soil strength profiles. The collected information was stored in a master spreadsheet along with all the source metadata. Additional data has been provided by industrial collaborators. More than 500 tests have been included in the DINGO Database.

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2.2 Digitisation of data Most of the data, both from the literature and supplied by the industry, were in .pdf format and were digitised. To this end, and depending on the type of compiled data, which included primarily figures and tables, the following software were used: (1) WebPlotDigitiser (Rohatgi 2019) for the figures and; (2) Tabula 1.2.1 (Aristarán et al. 2018) for the tables. The data within the text of the sourced publications was digitised manually. The digitised data was then collected into Microsoft Excel files. The structure of the database is established according to the demands of the modern geotechnical community and is inspired by AGS specifications (AGS 2017).

2.3 Issues arising during database building 2.3.1 Geology Information on geology was not available for all the boreholes related to the piles. In most cases the geology of the site or for some of the boreholes was represented either graphically or descriptively in the text. In addition, detailed geological information at the exact pile location was scarce, thus some stratum information was defined according to a general description of the ground at the site. This allowed for the classification of geological groups in categories and subcategories using the DINGO Database codes shown in Tables 2 and 3. Where codes have been used based on the British Geological Society lexicon a link has been provided in Tables 2 and 3 (BGS 2019).

Table 2. Geology codes used in the DINGO Database (see also BGS 2019).

CODE NAME BGS link Superficial and Artificial Deposits TOP Topsoil

MGR Made Ground https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=MGR

HEAD Head https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=HEAD

TRD Tidal River or Creek Deposits https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=TRD

RTD River Terrace Deposits https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=RTD

ALV Alluvium https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=ALV

ITDU Intertidal Deposits https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=ITDU

BOC Boulder Clay https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=BOC

SUPD Superficial Deposits https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=SUPD

LTILL Lodgement Till https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=LTILL

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CODE NAME BGS link

TILL Glacial Till https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=TILL Bedrock Geology

GLT Gault Formation https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=GLT

WHCK White Chalk Subgroup https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=WHCK

CRAG Crag Group https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=CRAG

HOM Hodder Mudstone Formation https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=HOM

LC London Clay https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=LC

MMG Mercia Mudstone Group https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=MMG

UEXG Unknown Igneous https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=UEXG

TAB Thanet Formation https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=TAB

LMBE Lambeth Group https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=LMBE

ULGS Upper Limestone Formation https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=ULGS

WHCK White Chalk Subgroup https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=WHCK

COLV Colluvium https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=COLV

HEHI Headon Hill Formation https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=HEHI

OXC Oxford Clay https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=OXC

LGS Lower Greensand Group https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=LGS

AMC Ampthill Clay https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=AMC

COD Coombe deposits https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=COD TPGR Taplow Gravel Member https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=TPGR

KC Kimmeridge Clay https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=KC

TFD Tidal Flat Deposits https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=TFD

BA Barton Group https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=BA EN Enville Member https://www.bgs.ac.uk/lexicon/lexicon.cfm?pub=EN UKN Unknown

Table 3. Secondary geology codes used in the DINGO Database.

CODE NAME _W Weathered _C Cohesive _G Granular _P Peat _R Reworked _OSB Osbourne beds

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CODE NAME _FIS Fishbourne beds _NTL Nettlestone member _CLF Cliff end member _UPR Upnor Formation _WRB Woolwich and Reading Beds

2.3.2 Location In cases where the location of the site was difficult to determine from the original record, this is listed according to: (1) the project (structure) name; (2) the city/area name; or (3) other details that are shown in Table 4. If coordinates of the site and/or the corresponding pile tests had been reported in the source, these were included directly into the database. This however was rarely the case. Alternatively, if the location of the site was mentioned in the source, in terms of either project name or part of an address, a coordinate was approximated from UK Grid Reference Finder (2019). The level of accuracy of these coordinates varies significantly with the detail provided in the source data. Some site locations could only be approximated using the location of nearest city.

2.3.3 Topographic levels Topographic levels are treated in a similar way to the locations. The database is set up in the same way that AGS files treat level data. Records from boreholes or general site ground conditions are presented as metres below ground level. This is usually given according to a site datum, provided in the relevant ground level field for each borehole and pile. A conversion between this site datum and Ordnance Datum (OD) is provided in the PROJ table in the database files. Users of the database should appreciate that level information was unavailable for most of the sites included in the database. In these cases, the site datum was assumed to be ground level. Where level data is absent a level is provided in a similar way as for location and is obtained from the UK Grid Reference Finder (2019). In these locations this can be considered as an indicative level at best. Similarly, to the location data, when this has been used the field ‘Level Source’ is completed with the words ‘NGRF - spot height’.

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2.3.4 Testing dates The dates provided in the DINGO Database were often approximated based on a reading of the original data source. The disadvantage of older records is that the methods of installation may affect the quality of the results. This is particularly relevant to the types of cement mixes and installation methods, for which since their writing, there has been significant development. A large change in the use of pile test methodology in the literature is also evident. A CRP test would usually be coupled with a ML test, often used as a quick indicator of the ultimate load after some initial ML cycles. This method is no longer favoured, yet the available testing is generally of a time where this was prevalent.

2.3.5 Testing variability Where records have been sourced from the literature, a user should appreciate the research aims behind the original research. Some information stored in the database has unusual features within the testing details or pile construction. This can include bitumen slip coating, constructed polystyrene bases, differences in casing lengths, etc. Users are reminded to consider the possible variations of pile installation, and to read the additional notes provided with the test data, to ensure they are informed of the uniqueness of some of the testing data included.

2.4 Data visualisation The visualisation of the DINGO database data was organised through a geographic information system (GIS). The information attached to the locations mainly includes: (1) geology data; (2) the method of construction of the test piles; (3) approximate year the test was performed. The ArcGis10™ software was used for the GIS processing.

2.4.1 Coordinate system The projected coordinate system is the British_National_Grid Geographic Coordinate System: GCS_OSGB_1936 Datum: D_OSGB_1936 The open data that are inserted in the system are converted to the British_National_Grid, when the source coordinate system is different.

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2.4.2 Open access spatial data and maps The following open access data has been included in the GIS model: • Geological data (Scale 1:250000) • Administrative borders: GADM, version 1.0 (https://gadm.org/data.html) • Major cities (point shapefile): Natural Earth raster + vector map data (https://www.naturalearthdata.com)

The 1:250,000 scale geology data from the BGS is a good guide to regional geology and it contains Bedrock polygons (shape file format). These data are used according to Smith (2013). The colours of the geological polygons are according to the attribute ‘LEX_ROCK’ coding and the BGS default values have been adopted (file 250k_lyr). Where different polygons presented in a map are characterised by the same BGS colour, those have been adjusted so that the different geological types are clearer.

2.5 Summary of DINGO sites Table 4 provides a summary of the sites that have been included in the database, their location, the geology encountered, and the type of piles installed. The BGS geology codes are based on Table 2, the DINGO geology categories are explained in Section 4.1, the pile types are explained in Section 4.2.

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Table 4. Locations and summary of test sites in the DINGO Database.

DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

D01_01 1996 A46 436923 276054

D01_02 1996 M1 Junction 11 458656 269970

D01_03 1996 M1 Junction 23A 446867 324336

D01_04 1996 M1 Junction 28 445628 355968

D01_05 1996 M1, M6, A14 junction 455938.8 278898.4

D01_06 1996 M40 Junction 15 426515 262622

D01_07 1996 M42 Junction 3A 413338 272228

D01_08 1996 M42 Junction 6 419774 282865

D01_09 1996 M42 Junction 9 418653 293427

D01_10 1996 M6 Junction 2 438812 282379

D01_11 1996 M69 Junction 0 439307 281817

D02_01 1976 COH Brasted Station, 546942 155942 GLT

D02_02 1976 COH Childsbridge Lane, Sevenoaks 554512 158226 GLT

D03 1978 COH MISC Skipton Western Bypass 398426 450198 HOM

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DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

D04_01 1978 COH BOR Childsbridge Lane 554506 158183 GLT

D04_02 1978 COH BOR Cockney Wood Accomodation Bridge 556372 158174 GLT

D04_03 1978 COH BOR Darent River 551473 157913 GLT

D04_04 1978 BOR Fen Pond Road 559414 158378

D04_05 1978 BOR Bridge Road 552807 158380

D04_06 1978 COH BOR Oxenhillshaw 553307 158420 GLT

D04_07 1978 COH BOR Park lane Accomodation Bridge 555069 156692 HEAD, GLT

D04_08 1978 BOR M26 motorway 561600 158303

D04_09 1978 COH BOR St. Clere South Abutment 557739 158147 GLT

D05 1982 GRA BOR Great Yarmouth 651700 308186 TRD, CRAG

D06 1991 CFA Moot Hill, Wymondham 606327 296792

D07_01 2018 COH BOR Huntingdon Road, Cambridge, CB24 4AE 535591 265413 AMC

D07_02 2018 COH BOR Mere Way, Huntingdon, PE28 528308 267786 HEAD,OXC

D07_03 2018 BOR A428, Cambridge, CB23 541100 261191 RTD, GLT, LGS

D07_04 2018 COH BOR Buckden Road, Brampton, Huntingdon, PE28 521254 268693 TILL, OXC

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DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

D07_05 2018 SUPD, COH BOR B1043 522110 268531 RTD, TILL

D07_06 2018 COH BOR A1, Brampton, Huntingdon, PE28 4NQ 519393 271829 ALV, RTD, OXC

D07_07 2018 COH BOR A1198, Godmanchester, Huntingdon, PE29 2LJ 526288 267883 TILL, OXC

D07_08 2018 COH BOR B1050, Longstanton, Cambridge, CB23 8DS 538473 264345 KC, AMC

CFA, D08_01 2002 Site A, at Manor Way, Rainham 550955 182592 ALV, RTD, LMBE DRI_C

DRI_C, ALV, HEAD, D08_02 2002 CHK, COH Site B, at Tank Hill Road, Purfleet 555155 179234 CFA WHCK

D09 2012 COH CFA Stanford Hall, Loughborough 455940 324069 SUPD, BAN, WBY

D10 2000 COH BOR Etihad Campus, Manchester 386809 398504 TILL, PUCM

D11 1954 BOR Elbury Bridge Road. S.W.L, London 528440 178134 ALV, RTD, LC

D12 1968 BOR Beckton 1 544385 182797 ALV, RTD, LC

Unpspecified location, Lower Thames Valley, D13 1945 BOR 544000 181000 ALV, LMBE London

D14 0 SUPD BOR Berner Estate, Sterner, London 534559 181075 ALV, RTD

D15 1976 SUPD BOR Courage (Eastern) Ltd 533590 179988 ALV, RTD

D16 1950 LDN BOR Charing Cross Station, London 530274 180426 RTD, ALV, LC

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DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

D17 1970 LDN, SUPD, GRA BOR Thamesmead Harrow, manor way 547427 179507 ALV, RTD, TAB

D18 1956 SUPD, COH DRI_C Fawley Refinery, Hampshire 445021 104161 ALV, RTD, BA

D19 1966 BOR Crayford Industrial Estate 551718 174630 TPGR, ALV

D20 1951 GRA DRI_C Fleetwood, Lancashire 333690 446718 TFD

D21 1955 SUPD,COH BOR Gallions Lock, London 544017 180236 ALV

D22 0 BOR Hurlingham wharf 525423 175680 RTD

D23 1969 BOR Shellhaven 572800 181500 ALV, RTD

D24 1967 BOR Lillington Street, Westminister (SW1) 529514 178498 RTD, LC

D25 1973 BOR Manilla Street, Canary Wharf 537313 179859 RTD, LMBE

D26 1952 SUPD, COH BOR Norwich Gas Works 617614 313623 ALV, RTD, WHCK

D27 1967 SUPD BOR Rainham, Essex 552721 182050 ALV, RTD

ALV, RTD, TAB, D28 1967 BOR Woolwich Arsenal 543762 178802 WHCK

D29 1958 BOR Sugar House Lane, Stratford, London, E15 538172 183278 ALV, LMBE

RTD, LMBE, D30 1970 CHK,SUPD,GRA BOR Thamesmead - Plumstead, railway 545811 179114 WHCK

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DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

D31 1964 SUPD BOR Royal Victoria yard, Deptford 537470 176889 ALV

D32 1967 SUPD BOR Rainham, Essex 552721 182050 ALV

D33 1953 SUPD BOR Tower Bridge, London 533594 180118 ALV, RTD

D34 1955 SUPD DRI_C White Lund II, Morecambe 344712 463030 ALV, RTD

D35 1951 SUPD, COH MISC Basin South, New fitting shop 544206 180420 ALV, RTD

D36 1950 SUPD BOR York road Roundabout, Waterloo, London 530936 180151 ALV, RTD

D37 1970 SUPD, GRA BOR Hogarth roundabout, London 521446 177879 RTD, LC

D38 1986 CFA St Katherine's way 533995 180330 ALV, RTD

D39 1986 SUPD, COH CFA Chichester 486063 104816 RTD

D40 1986 CFA tower hamlets 538117 179320 ALV, RTD, LC

D41 1947 SUPD BOR Beckton (Beckton Products Works), London 543860 182501 ALV, RTD, LMBE

D42 1986 CFA Lambeth 530803 179211 ALV, RTD, LC

D43 1986 SUPD, GRA CFA Horseferry 530051 178985 RTD, LC

D44 2006 BOR Isle of Wight 449540 96400 HEHI, COLV

R01_01 2008 LDN, COH BOR, CFA Wimbledon, London 524808 170689 ALV, LC

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DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

R01_02 2008 LDN, COH BOR Chessington 518559 163514 LC

ALV, RTD, LC, Adjacent to London Bridge Railway Station, R02 2012 LDN, COH BOR 532913 180110 LMBE, TAB, London WHCK

East of london, Thames lower reaches (Canary R03 1948 SUPD DRI_C 530032 180375 RTD, LC, ALV wharf)

R04 1988 LDN, COH DRI_S Canons Park, London 517982 191130 HEAD, LC

R05 2001 SUPD, COH BOR Waltham, Grimsby Depot, Grimsby 527814 401664 BOC

R06 1999 LDN, GRA BOR Canary Wharf, London 537555 180306 RTD, LMBE, TAB

R07 2017 CHK DRI_S St Nicholas at Wade, 626373 167677 WHCK

R08 1975 BOR Coventry Point, Market Way, Coventry 433197 278927 EN

R09 1979 LDN, COH DRI_S Hendon, North London 522830 188571 LC

R10 1987 SUPD CFA St Enoch Square, Glasgow 258986 664989 RTD, LTILL, ULGS

DRI_S, R11 1996 MMG, SUPD, COH Manchester Airport 382000 384900 TILL, MMG CFA, BOR

R12 1984 MMG, COH BOR Birmingham (national exhibition centre) 419167 283812 MMG

R13_01 1973 MMG BOR King's Norton, Birmingham 404906 278808 MMG

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DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

R13_02 1973 MMG, SUPD DRI_C Newport, South Wales 332507 186342 ALV, MMG

R14 1978 LDN, COH BOR Tanners End Lane, Edmonton, London 533331 192430 RTD, LC, LMBE

R15 1971 MMG, COH BOR Leicester 455210 302043 MMG

ALV, RTD, R16 1976 SUPD, COH DRI_S Kingteignton-Newton Abbot 287631 71989 WWYM

R17 1954 LDN, COH BOR Kensal Green Gas Works 523489 182336 LC

R18 1955 COH BOR Borehamwood, Hertfordshire 519713 197160 LC

ALV, RTD, R19 1986 DRI_C Wapping, East London 535058 180211 LC,LMBE

R20 1974 CHK, SUPD DRI_S North Woolwich, London 543953 180050 ALV, RTD, WHCK

DRI_C, R21 1995 MMG, SUPD, COH Burnaston, to the southwest of Derby 429449 330613 TILL, MMG BOR

R22 1980 LDN, COH MISC Westbourne Park Station, London 524760 181870 LC

R23 1974 MMG MISC Redcar, Teesside 456302 524822 RTD, BOC, MMG

R24_01 1989 COH BOR Ely Bridge, Cardiff 315425 175787 MMG

R24_02 1989 MMG, COH BOR Grangetown Link (Clarens Bridge), Cardiff 318639 174617 MMG

R24_03 1989 MMG, COH BOR Eastmoors Link, Cardiff 321441 178318 MMG

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DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

R24_04 1989 MMG, COH BOR Grangetown link and Cogan spur, Cardiff 316760 173660 MMG

R25 2010 LDN BOR Stratford, East London 538327 184463 LMBE, TAB

R26_01 1979 MMG DRI_C Oldbury 360699 194386 ALV, MMG

R26_02 1979 MMG DRI_C Berkeley 365997 199490 ALV, MMG

TILL, MMG, R27 1976 MMG, COH BOR Kilroot, County Antrim, Northern Ireland 157523 543595 UEXG

ALV, COM, R28 1971 CHK DRI_C Horsea Island, Portsmouth Harbour 463316 104643 WHCK, COD

R29 1992 COH CFA Bothkennar, Forth Estuary, Scotland 292058 686094 ITDU

DRI_S, R30 1976 CHK Littlebrook , Dartford, Kent 556255 175968 ALV, RTD, WHCK BOR

R31 2013 LDN, COH BOR Aldgate Place, Whitechapel, east London 533972 181314 RTD, LC, LMBE

R32 2014 LDN, COH BOR Wembley Stadium in north London 519369 185524 LC

R33_01 1953 LDN, COH BOR Southall 512825 180394 LC

DRI_C, R33_02 1953 LDN, COH Barnet 524840 196841 LC BOR

R34 1992 MMG, COH BOR Cardiff (Taff Viaduct) 318141 173652 RTD, MMG, SUPD

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DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

LC, LMBE, TAB, R35 1982 COH BOR British Library, London 529973 182890 WHCK

RTD, LC, LMBE, R36 2015 LDN BOR The Pinnacle, London 533110 181237 TAB, WHCK

R37_01 1988 LDN, COH BOR Lambeth, London 529800 172700 LC

R37_02 1970 LDN, COH BOR Lambeth, London 530600 173800 LC

R37_03 1970 LDN, COH BOR Oxhey, Watford, London 511300 194100 LC

R37_04 1970 LDN, COH BOR Wilson St, London 533000 182100 RTD, LC

R37_05 1966 LDN, COH BOR Broadmead Rd, Brickfield, London 541300 191100 RTD, LC

R37_06 1968 LDN, COH BOR Kidbrooke, Greenwich, London 540400 175700 LC

R37_07 1968 LDN, COH BOR Brentford, London 518500 178100 RTD, LC

R37_08 1968 LDN, COH BOR Cambridge Rd, Kingston, London 519300 169200 LC

R37_09 1972 LDN, COH BOR Cambridge Rd, Girdlestone Rd, Highgate, London 529100 186700 LC

Woodgreen Shopping Centre, Wood Green, R37_10 1972 LDN, COH BOR 531100 190100 LC, LMBE London

R37_11 1971 LDN, COH BOR Loughborough Park, Brixton, London 531500 175400 RTD, LC

R37_12 1968 LDN, COH BOR Pond St, Hampstead, London 527300 185400 LC

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DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

R37_13 1969 LDN, COH BOR Prince of Wales Rd, Hampstead, London 528300 184600 LC

R37_14 1969 LDN, COH BOR Keatley Green, London 536800 191800 ALV, LC

R37_15 1969 LDN, COH BOR Canon Street Station, London 532700 180700 LC

CFA, BOR, R38 2013 LDN, COH MISC, Chattenden, Kent 576193 171976 LC DRI_C

R39 1968 CHK DRI_C Basingstoke 463700 152461 WHCK

R40_01 1989 LDN, GRA BOR South Quay Plaza, Isle of Dogs, London 537707 179875 TAB

R40_02 1989 LDN, GRA BOR Heron Quay, London 537786 180138 TAB

Canary Wharf Tower (DS 7, now 1 Canada R40_03 1989 LDN, GRA BOR 537548 180306 TAB Square), London

R40_04 1989 LDN, GRA BOR Canary Wharf 537262 180404 TAB

Connaught Crossing (Royal docks), Isle of Dogs, R40_05 1989 LDN, GRA BOR 541667 180684 TAB London LC, LMBE, TAB, R41 1975 LDN BOR Euston Square, London 529548 182590 WHCK

R42 2003 SUPD, GRA MISC , Kent 567169 174158 ALV, RTD, WHCK

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DINGO Geology Codes DINGO ID Year Pile Type Location Easting Northing Geology Category (BGS)

ALV, RTD, LMBE, R43 1989 LDN, GRA BOR Founder's Court, London 537823 180248 TAB

R44 2001 LDN, COH BOR London’s 507132 175437 RTD, LC

R45 1966 LDN, COH BOR Alperton Lane, Wembley, Middlesex 517792 182984 LC

R46 1993 LDN, COH BOR Angel Square, Islington, London 531474 183217 LC, LMBE, TAB

ALV, RTD, LC, R47 1989 LDN BOR Blackwall Yard, London 538716 180620 LMBE, TAB

RTD, LC, LMBE, R48 2005 LDN, GRA BOR Moorhouse, Moorgate area, London 532642 181608 TAB, WHCK

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3. Structure of the database

The structure of the DINGO Database is inspired by the Association of Geotechnical and Geoenvironmental Specialists (AGS) Data Format (AGS, 2017). Pile test data (i.e Pile details, Test Summary and Load Settlement Curves) are named similarly to the AGS conventions, whereas for site investigation data (i.e. Location, Geology, Atterberg Limits, SPTs, Triaxial Tests etc) names have been retained where possible. Table 5 shows a subset of the tables and fields used in the database. A full list of tables is provided in Appendix I.

Table 5. Database spreadsheet format

Information regarding both the pile tests and the site investigations, can be generally classified into three main categories: • General: general information about the project such as the name of the source, its ID in the database, the date the pile test was carried out, etc. • Site: site investigation data, location and geology of the site and boreholes. A typical example is shown in Table 6.

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• Pile: pile installation and test data, including the pile construction method (i.e. pile type, material etc) and pile test data (i.e. load – settlement curves, ultimate load etc). A typical example is shown in Table 7.

Table 6. A typical example of the geology ‘GEOL’ subcategory included in the DINGO Database.

Each ‘site’ spreadsheet is made up of a series of tables named similarly to AGS 4 letter group names (e.g., ‘LOCA’, for location details or ‘GEOL’ for geology descriptions). The second row of each table details the field headings which apply to the data held in that column. AGS headings are structured so that the AGS group name e.g. GEOL is provided and followed by a further descriptor of that database field with a name which is up to 4 letters long i.e. GEOL_TOP describes the field of the database which is the ‘depth to top of stratum’. The first row of each table in the database spreadsheets presents a user-friendly description of the field headings to aid users in interpretation of the data held within each column. In the third row of each table, units relating to each field column are specified. Some database fields have been given the field name ‘ID’, this represents an unique identifier field which allows linkage of data across tabs within the database. For instance, where ground investigation data is associated with a specific pile this has been allocated the same ID. Where ground information has been provided that is not linked to a specific pile or borehole in the original data source, this has

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been allocated the ID ‘SITE’. In these cases, consideration of the assumptions associated with linking the ground data and pile data should be made. Equally, ID fields have been used to link a borehole geology record with any laboratory test information that may have been available within the original record.

Table 7. A typical example of the pile test ‘PSLT’ subcategory included in the DINGO Database.

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4. Data presentation

The ‘ALL’ folder contains the files for every site in the database. A summary of the information available for each site is listed in Appendix II along with a summary of every pile included. For ease of use, the database has been spilt into three categories: (1) geology; (2) pile type; (3) decade the test was performed. Some statistics of the data distribution in the above categories is provided in Table 8. The locations of the sites are shown in Figure 1. Details of the categories are given in the following subsections.

Table 8. Distribution of the DINGO Database pile tests in the main subcategories.

Source Total Literature Industry

551 330 60% 221 40%

Geology

London Granular Mercia Superficial Cohesive Basin Chalk Mudstone Deposits Deposits Deposits

156 64 55 76 268 32

Pile type Driven - Bored Driven - Steel CFA MISC Concrete

286 86 40 66 22

Decade

1940s 1950s 1960s 1970s 1980s 1990s 2000s 2010s

15 51 81 132 66 85 66 51

4.1 Categorisation by geological criteria The DINGO database includes full-scale tests performed on piles within a variety of UK geology groups. A summary geology map of all the DINGO database pile tests is given in Figure 2. Six major subcategories have been identified and are presented here (Figures 3 to 8) as the most representative and useful from an engineering viewpoint.

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• Piles in the London Basin (LDN); when any length of pile is in London Clay, Lambeth Group or Thanet Sand. • Piles in Mercia Mudstone (MMG); when any length of pile is in Mercia Mudstone • Piles in Chalk (CHK); when any length of pile is in Chalk. • Piles in superficial deposits (SUPD); when 70% or more of the pile length is in superficial deposits. • Piles primarily in cohesive deposits (COH); when 70% or more of the pile length is in cohesive soils. • Piles primarily in granular deposits (GRA); when 70% or more of the pile length is in granular soils. Tables for the above cases, including details on the source, pile test, pile type, soil type, are given in Appendix III. The files for the sites with piles in each category are saved in the ‘GEOL_CATS’ folder in the database.

4.2 Categorisation by pile type The DINGO Database includes data of a large variety of pile types in terms of construction method, material and shape. For simplicity, five major subcategories have been identified and are presented here (Figures 9 to 13) as arguably the most representative from an engineering viewpoint: • Bored piles (Concrete) (BOR); • Driven/Concrete piles (DRI_C); • Driven/ Steel piles (DRI_S); • Continuous flight auger piles (CFA); • Miscellaneous piles (MISC), including: HAGRUP, Displacement (Bored, Auger and Screw), Drop Hammer, Cast in-situ Driven, Cast in-situ Bored/Driven. The pile shapes in the DINGO Database are primarily circular and square, with some instances of hexagonal and H-sections. Most piles are straight shafted, with a few under-reamed and some tapered. Tables for the above cases, using this notation, are given in Appendix IV. The files for the sites with piles in each category are saved in the ‘PILE_TYPE’ folder in the database.

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4.3 Categorisation by decade of construction The DINGO Database includes data from tests dating back to the 1940s. Maps shown in Figures 14 to 21 present the distribution of the DINGO data in the decades between 1940 and the present day. This has been done as construction techniques have evolved over time and users of the DINGO Database may be interested in studying piles from a certain construction ‘era’. Tables summarising data from each decade are given in Appendix V. The files for the sites with piles constructed in each decade are saved in the ‘DECADES’ folder in the database.

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Figure 1. Summary GIS map showing the distribution of DINGO Database tests across the UK. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 2. GIS Geology map showing distribution of the DINGO Database tests in the UK. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com; Geology Geological Map Data BGS © UKRI 2019)

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Figure 3. GIS Geology map showing locations of DINGO Database tests in London Basin. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com; Geology Geological Map Data BGS © UKRI 2019)

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Figure 4. GIS Geology map showing locations of DINGO Database tests in Mercia Mudstone. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com; Geology Geological Map Data BGS © UKRI 2019)

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Figure 5. GIS Geology map showing locations of DINGO Database tests in Chalk. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com; Geology Geological Map Data BGS © UKRI 2019)

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Figure 6. GIS Geology map showing locations of DINGO Database tests in Superficial deposits. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com; Geology Geological Map Data BGS © UKRI 2019)

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Figure 7. GIS Geology map showing locations of DINGO Database tests in Cohesive deposits. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com; Geology Geological Map Data BGS © UKRI 2019)

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Figure 8. GIS Geology map showing locations of DINGO Database tests in Granular deposits. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com; Geology Geological Map Data BGS © UKRI 2019)

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Figure 9. GIS map showing locations of DINGO Database tests on Bored piles. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 10. GIS map showing locations of DINGO Database tests on Driven, Concrete piles. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 11. GIS map showing locations of DINGO Database tests on Driven, Steel piles. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 12. GIS map showing locations of DINGO Database tests on CFA piles. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 13. GIS map showing locations of DINGO Database tests on Miscellaneous piles. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 14. GIS map showing locations of DINGO Database tests from the 1940s. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 15. GIS map showing locations of DINGO Database tests from the 1950s. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 16. GIS map showing locations of DINGO Database tests from the 1960s. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 17. GIS map showing locations of DINGO Database tests from the 1970s. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 18. GIS map showing locations of DINGO Database tests from the 1980s. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 19. GIS map showing locations of DINGO Database tests from the 1990s. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 20. GIS map showing locations of DINGO Database tests from the 2000s. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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Figure 21. GIS map showing locations of DINGO Database tests from the 2010s. (Map drawn using the following data sources: UK administrative area – polygon shapefile © 2018 GADM – license; Cities – point shapefile Made with Natural Earth. Free vector and raster map data @ naturalearthdata.com)

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5. Summary

The project Databases to INterrogate Geotechnical Observations (DINGO) has produced a database comprising over 500 pile load tests in various geological deposits throughout the UK. Where available, accompanying ground investigation (GI) data has been supplied. The data originated from a variety of literature and industrial sources. The data have been made available for download on the data.bris University of Bristol Research Data Repository. The data format is inspired by the AGS format (AGS, 2017). It is hoped that the database will be a useful source of information for researchers and practitioners. The data has been plotted on 21 maps, using ARC GIS version 10.6, categorised according to geological deposit, pile construction type, construction decade and whether the pile shaft is in a predominantly cohesive or granular material. Users of the DINGO database are encouraged to let the authors know of any errors or omissions they may find and add some or all of the data contained in the database to their own databases which they may consider making open access.

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Report References

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Ottaviani, M. (1975). Three-dimensional finite element analysis of vertically loaded pile groups. Géotechnique, 25(2), 159-174, https://doi.org/10.1680/geot.1975.25. 2.159 Paikowsky S.G., Brigisson, B., McVay, M., Nguyen, T., Kuo, C., Baecher, G., Ayyub, B., Stenersen, K., O’Malley, K., Chernauskas, L. and O’Neill, M. (2004) Load and Resistance Factor Design (LRFD) for Deep Foundations. NCHRP Report 507, National Cooperative Highway Research Program, Transportation Research Board, Washington DC Patel, D.C. (1992). Interpretation of results of pile tests in London clay. Piling Europe, Thomas Telford, London, UK. Poulos, H.G. (1989). Pile behaviour – theory and application. Géotechnique, 39(3), 365-415, https://doi.org/10.1680/geot.1989.39.3.365 Poulos, H.G. and Davis, E.H. (1968). The settlement behaviour of singly axially loaded incompressible piles and piers. Géotechnique, 18(3), 351-371, https://doi.org/10.1680/geot.1968.18.3.351 Randolph, M.F. (2003). Science and empiricism in pile foundation design. Géotechnique, 53(10), 847-875, https://doi.org/10.1680/geot.2003.53.10.847 Randolph, M.F. and Wroth, C.P. (1978). Analysis of deformation of vertically loaded piles. Journal of the Geotechnical Engineering Division (ASCE), 104(12), 1465-1488. Randolph, M.F. and Wroth, C.P. (1979). Analysis of vertical deformation of pile groups. Géotechnique 29(4), 423-439, https://doi.org/10.1680/geot.1979.29.4.423 Rohatgi A (2019) WebPlotDigitizer v4.2, San Francisco, CA, USA, https://automeris.io/WebPlotDigitizer (Last Accessed 25 May 2019) Scott R.F. (1981). Foundation Analysis. International edition. New York, NY, USA: McGraw-Hill Seed, H.B. and Reese, L.C. (1957). The action of soft clay along friction piles. Transactions of the American Society of Civil Engineers, 122, 731-764. Skempton, A.W. (1959). Cast-in-situ bored piles in London clay. Géotechnique, 9(4), 153- 173, https://doi.org/10.1680/geot.1959.9.4.153 Smith, A. 2013. Digital Geological Map of Great Britain, information notes, 2013. British Geological Survey Open Report, OR/13/007. 54pp Tomlinson, M. and Woodward, J. (2014). Pile design and construction in practice. 6th Edition, CRC Press, Boca Raton, FL, USA. UK Grid Reference Finder (2019). https://gridreferencefinder.com/ (Last Accessed 25 May 2019) Vardanega, P. J. (2015). Sensitivity of simplified pile settlement calculations to parameter variation in stiff clay. In: Geotechnical Engineering for Infrastructure and Development: Proceedings XVI European Conference on Soil Mechanics and Geotechnical Engineering. (Winter, M. G. et al. eds.), ICE Publishing, London, vol. 7, pp. 3777-3782 Vardanega, P.J. (2017). Databases to INterrogate Geotechnical Observations (DINGO). Engineering and Physical Sciences Research Council, Swindon, UK, grant reference EP/P020933/1. Vardanega, P., Crispin, J., Gilder, C., Voyagaki, E., Shepheard, C., & Holcombe, E. A. (2018). Geodatabases to improve geotechnical design and modelling. ce/papers, 2(2-3), 401-406, https://doi.org/10.1002/cepa.704

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Vardanega, P. J., Crispin, J.J., Gilder, C.E.L., Voyagaki, E. and Ntassiou, K. (2021) DINGO: A pile load test database. In: Higgins, K.G., Ainsworth, Y., Toll, D.G. and Osman, A.S. (eds.) Piling 2020: Proceedings of the Piling 2020 Conference, Durham, UK, 229-234. Vardanega, P.J., Williamson, M.G. and Bolton, M.D. (2012). Bored pile design in stiff clay II: mechanisms and uncertainty. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 165(4), 233-246; https://doi.org/10.1680/geng.11.00063; Corrigendum, 166(5), 518; https://doi.org/10.1680/geng.2013.166. 5.518 Voyagaki, E., Crispin, J., Gilder, C., Nowak, P., O'Riordan, N., Patel, D., & Vardanega, P. (2019) Analytical Approaches to Predict Pile Settlement in London Clay. In: El-Naggar H., Abdel-Rahman K., Fellenius B., Shehata H. (eds) Sustainability Issues for the Deep Foundations. GeoMEast 2018. Sustainable Civil Infrastructures. Springer, Cham, https://doi.org/10.1007/978-3-030-01902-0_14 Whitaker, T. and Cooke, R.W. (1966). An investigation of the shaft and base resistance of large bored piles in London Clay. In: Large Bored Piles: Proceedings of the Symposium by the Institution of Civil Engineers and the Reinforced Concrete Association; Institution of Civil Engineers, London, UK, 7-49. Yang, Z., Jardine, R., Guo, W. and Chow, F. (2015). A new and openly accessible database of tests on piles driven in sands. Géotechnique Letters, 5(1), 12-20, https://doi.org/10.1680/geolett.14.00075. Yang, Z., Jardine, R., Guo, W. and Chow, F. (2016) A comprehensive database of tests on axially loaded piles driven in sand. Zhejiang University Press Co. Ltd. Published by Elsevier Inc.

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APPENDICES

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Appendix I: Database notation

Inside the uploaded database files the following notation is used where appropriate:

Table I_1. DINGO Database table identifiers.

Table ID Name Description

PROJ Project General information about the site.

Locations and levels of boreholes and the LOCA Location site

GEOL Geology Borehole and pile logs.

LLPL Atterberg Limits Atterberg limits.

ISPT Standard Penetration Test Standard penetration tests.

Triaxial and other tests to determine TRIG Undrained Shear Strength Tests Undrained Shear Strength

CULN Undrained Shear Strength Design Lines Undrained shear strength design lines

CONS Consolidation Tests Consolidation tests

WSTG Water Strike Water strikes

PIEZ Piezometric Head Piezometric head.

PILE Piles Pile details.

BORE Bored Pile boring details.

DRIV Driven Pile driving details.

PTST Pile Test Pile load tests conducted.

PSLT Pile Static Load Test Static load test results.

CTST Concrete Test Concrete tests.

CYCL Pile Cyclic Load Tests Cyclic load test results.

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Appendix II: Summary of sites and piles

A list of all the sites included in the database is given in Table II_1 where the following information has been listed: (1) the DINGO reference for the site; (2) the number of boreholes in the site; (3) the number of SPTs; (4) the number of soil strength tests (other than SPTs); (5) the number of test piles in the site; (6) the number of pile tests. A full list of piles included in the database is given in Table II_2.

Table II_1. Summary statistics of sites included in the DINGO Database.

Number of Number of Number of Number of Number of DINGO ID Boreholes SPTs soil tests Piles Pile Tests

D01_01 1 0 0 2 2

D01_02 1 0 0 2 2

D01_03 1 0 0 2 2

D01_04 3 0 0 3 4

D01_05 10 0 0 10 12

D01_06 1 0 0 1 2

D01_07 1 0 0 2 2

D01_08 1 0 0 1 2

D01_09 3 0 0 3 3

D01_10 4 0 0 4 6

D01_11 1 0 0 2 2

D02_01 1 15 0 4 4

D02_02 3 21 16 4 4

D03 3 0 0 1 2

D04_01 2 0 0 2 2

D04_02 1 0 0 1 1

D04_03 2 0 0 2 2

D04_04 1 0 0 1 1

D04_05 1 0 0 1 1

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Number of Number of Number of Number of Number of DINGO ID Boreholes SPTs soil tests Piles Pile Tests

D04_06 2 0 0 2 2

D04_07 1 0 0 1 1

D04_08 1 0 0 1 1

D04_09 1 0 0 1 1

D05 1 0 0 2 2

D06 2 0 0 2 4

D07_01 1 0 0 1 1

D07_02 1 0 0 1 1

D07_03 1 0 0 1 1

D07_04 1 0 0 1 1

D07_05 1 0 0 1 1

D07_06 1 0 0 1 1

D07_07 1 0 0 1 1

D07_08 1 0 0 1 1

D08_01 7 0 0 23 11

D08_02 7 0 0 22 14

D09 5 0 0 5 7

D10 13 280 0 11 11

D11 1 0 0 1 1

D12 3 17 0 2 4

D13 1 23 0 3 3

D14 1 15 0 1 1

D15 1 0 0 1 1

D16 1 15 0 6 6

D17 3 13 0 3 6

D18 2 0 0 5 5

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Number of Number of Number of Number of Number of DINGO ID Boreholes SPTs soil tests Piles Pile Tests

D19 2 0 0 2 2

D20 3 0 0 2 2

D21 1 15 0 1 1

D22 1 0 0 3 3

D23 2 0 0 2 2

D24 1 0 7 6 6

D25 1 0 0 2 2

D26 1 0 0 1 1

D27 1 0 0 1 1

D28 5 0 0 11 11

D29 1 0 0 1 1

D30 4 9 0 2 2

D31 11 0 0 11 15

D32 1 0 0 1 1

D33 3 0 0 3 3

D34 2 0 0 2 2

D35 1 0 0 2 2

D36 3 0 0 3 3

D37 2 0 0 2 2

D38 2 0 0 2 2

D39 1 0 0 1 1

D40 1 0 0 1 1

D41 2 23 0 6 6

D42 1 0 0 1 1

D43 3 0 0 3 3

D44 4 5 48 1 1

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Number of Number of Number of Number of Number of DINGO ID Boreholes SPTs soil tests Piles Pile Tests

R01_01 1 0 14 3 3

R01_02 1 0 43 1 1

R02 1 0 0 1 1

R03 8 0 0 6 6

R04 6 0 35 4 7

R05 2 15 51 1 3

R06 1 0 0 1 1

R07 1 0 0 2 6

R08 6 43 0 1 1

R09 2 0 10 3 3

R10 2 0 68 4 4

R11 18 110 0 16 18

R12 5 53 0 2 2

R13_01 1 0 4 2 2

R13_02 1 0 0 1 1

R14 13 0 24 7 13

R15 2 7 3 2 2

R16 3 29 0 7 8

R17 1 0 84 3 3

R18 1 0 0 8 8

R19 6 0 0 1 1

R20 10 62 0 6 21

R21 26 51 30 14 14

R22 2 0 29 9 18

R23 4 0 0 5 9

R24_01 1 0 0 1 1

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Number of Number of Number of Number of Number of DINGO ID Boreholes SPTs soil tests Piles Pile Tests

R24_02 1 0 0 2 2

R24_03 3 128 0 6 6

R24_04 1 0 0 4 4

R25 1 0 0 3 3

R26_01 2 0 18 8 8

R26_02 2 0 0 10 10

R27 1 140 95 3 4

R28 19 162 0 14 16

R29 1 0 90 12 1

R30 16 37 22 14 18

R31 5 63 82 1 1

R32 4 72 0 2 2

R33_01 1 0 29 7 9

R33_02 1 0 29 6 12

R34 7 64 0 6 8

R35 1 98 0 2 3

R36 1 0 158 1 1

R37_01 1 0 27 2 3

R37_02 1 0 8 1 2

R37_03 1 0 22 1 2

R37_04 1 0 18 1 2

R37_05 2 0 50 2 4

R37_06 1 0 96 12 22

R37_07 1 0 63 2 4

R37_08 2 0 67 2 5

R37_09 1 0 76 6 12

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Number of Number of Number of Number of Number of DINGO ID Boreholes SPTs soil tests Piles Pile Tests

R37_10 5 0 20 5 10

R37_11 2 0 41 2 4

R37_12 2 0 119 2 5

R37_13 1 0 43 2 4

R37_14 7 0 74 7 13

R37_15 3 0 51 3 6

R38 1 0 32 28 16

R39 1 8 0 1 1

R40_01 1 0 0 3 3

R40_02 1 0 0 1 1

R40_03 1 0 0 2 2

R40_04 1 0 0 3 3

R40_05 1 0 0 8 8

R41 1 0 0 2 2

R42 18 38 0 2 2

R43 1 0 0 1 1

R44 1 0 0 1 4

R45 1 0 95 12 35

R46 2 78 66 2 5

R47 1 0 0 1 1

R48 1 0 0 1 1

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Table II_2. List of all piles included in the DINGO Database.

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) D01_01 A46/X/1/N UKN 1996 UKN ML A46/X/2/N UKN 1996 UKN ML D01_02 M1/17/1/N UKN 1996 UKN ML M1/17/2/N UKN 1996 UKN ML D01_03 M1/23A/1/S UKN 1996 UKN ML M1/23A/2/S UKN 1996 UKN ML D01_04 M1/28/1/S UKN 1996 UKN ML,CRP M1/28/1/S UKN 1996 UKN ML,CRP M1/28/2/S UKN 1996 UKN ML D01_05 A14/X/1/W UKN 1996 UKN ML A14/X/2/W UKN 1996 UKN ML M1/19/1/N UKN 1996 UKN ML M1/19/1/S UKN 1996 UKN ML M1/19/2/N UKN 1996 UKN ML,CRP M1/19/2/N UKN 1996 UKN ML,CRP M1/19/2/S UKN 1996 UKN ML,CRP M1/19/2/S UKN 1996 UKN ML,CRP M6/0/1/S UKN 1996 UKN ML M6/0/2/S UKN 1996 UKN ML D01_06 M40/15/1/N UKN 1996 UKN ML,CRP D01_07 M42/3A/1/E UKN 1996 UKN ML M42/3A/2/E UKN 1996 UKN ML D01_08 M42/6/1/S UKN 1996 UKN ML,CRP D01_09 M42/9/1/S UKN 1996 UKN ML M42/9/2/N UKN 1996 UKN ML M42/9/2/S UKN 1996 UKN ML D01_10 M6/2/1/N UKN 1996 UKN ML M6/2/1/N UKN 1996 UKN ML M6/2/2/N UKN 1996 UKN ML M6/2/2/S UKN 1996 UKN ML,CRP D01_11 M69/0/1/S UKN 1996 UKN ML M69/0/2/S UKN 1996 UKN ML D02_01 A COH UKN 1976 9.10 MGR,GLT GLT CRP B COH UKN 1976 12.10 MGR,GLT GLT CRP C COH UKN 1976 15.20 MGR,GLT GLT CRP D COH UKN 1976 18.20 MGR,GLT GLT CRP

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Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) D02_02 A COH UKN 1976 15.20 TOP,GLT GLT CRP B COH UKN 1976 18.20 TOP,GLT GLT CRP C COH UKN 1976 21.30 TOP,GLT GLT CRP D COH UKN 1976 24.30 TOP,GLT GLT CRP D03 TP2 COH MISC 1978 Hexagon 37.30 TOP,HOM HOM ML D04_01 17 COH BOR 1978 Circular 12.10 0.50 0.50 GLT GLT ML 54 COH BOR 1978 Circular 16.10 0.50 0.50 GLT GLT ML D04_02 NA4 COH BOR 1978 Circular 25.00 0.50 0.50 GLT GLT ML D04_03 A10/1 COH BOR 1978 Circular 22.50 0.50 0.50 MGR,GLT GLT ML P2/1 COH BOR 1978 Circular 21.23 0.50 0.50 MGR,GLT GLT ML D04_04 C41 BOR 1978 Circular 16.23 0.50 0.50 UKN ML D04_05 B17 BOR 1978 Circular 24.75 0.50 0.50 UKN ML D04_06 NA4 COH BOR 1978 Circular 26.25 0.50 0.50 MGR,GLT GLT ML SC1 COH BOR 1978 Circular 25.00 0.50 0.50 GLT GLT ML D04_07 SA4 COH BOR 1978 Circular 26.10 0.50 0.50 HEAD,GLT GLT ML D04_08 N06 BOR 1978 Circular 16.10 0.50 0.50 UKN ML D04_09 CSA4 COH BOR 1978 Circular 25.20 0.50 0.50 GLT GLT ML D05 P1 GRA BOR 1982 Circular 24.20 0.75 0.75 NOFR,CRAG CRAG P2 GRA BOR 1982 Circular 24.60 0.75 0.75 NOFR,CRAG CRAG ML,CRP D06 1 CFA 1991 Circular 20.00 0.60 0.60 UKN ML,CRP 2 CFA 1991 Circular 15.00 0.60 0.60 UKN ML,CRP D07_01 PT01 COH BOR 2018 Circular 22.30 0.90 0.90 MGR,AMC AMC ML D07_02 PT02 COH BOR 2018 Circular 23.90 0.90 0.90 HEAD,OXC OXC ML D07_03 PT03 BOR 2018 Circular 17.25 0.90 0.90 MGR,RTD,GLT,LGS LGS ML D07_04 PT04 COH BOR 2018 Circular 30.30 1.80 1.80 MGR,TILL,OXC OXC ML D07_05 PT05 COH,SUPD BOR 2018 Circular 22.80 0.90 0.90 RTD,TILL TILL ML D07_06 PT06 COH BOR 2018 Circular 15.30 1.20 1.20 MGR,ALV,RTD,OXC OXC ML D07_07 PT07 COH BOR 2018 Circular 24.05 0.90 0.90 MGR,TILL,OXC OXC ML D07_08 PT08 COH BOR 2018 Circular 25.10 0.90 0.90 MGR,KC,AMC AMC ML D08_01 A11 CFA 2002 Circular 6.00 0.60 0.60 NOFR,TOP,ALV,RTD RTD ML A15 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A15-22 DRI_C 2002 Square 5.00 0.60 0.60 TOP,ALV,RTD RTD UKN A16 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A17 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A18 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A19 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A20 DRI_C 2002 Square 4.50 TOP,ALV,RTD RTD A20_S DRI_C 2002 Square 4.50 0.60 0.60 TOP,ALV,RTD RTD UKN

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Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) A21 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A21_S DRI_C 2002 Square 6.00 0.60 0.60 TOP,ALV,RTD RTD UKN A22 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A23 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A23-30 CFA 2002 Circular 6.00 0.60 0.60 TOP,ALV,RTD RTD UKN A24 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A25 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A26 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A27 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A28 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A29 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A30 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A7 DRI_C 2002 Square 6.00 0.60 0.60 NOFR,TOP,ALV,RTD RTD ML,UKN A9 DRI_C 2002 Square 5.00 0.60 0.60 NOFR,TOP,ALV,RTD RTD UKN D08_02 B1 COH DRI_C 2002 Square 12.00 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML,UKN B11 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B11-18 COH CFA 2002 Circular 11.50 0.60 0.60 TOP,ALV,HEAD HEAD UKN B12 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B13 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B14 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B15 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B16 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B17 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B18 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B2 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B2-9 COH DRI_C 2002 Square 11.50 0.60 0.60 TOP,ALV,HEAD HEAD UKN B20 COH CFA 2002 Circular 12.50 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML,UKN B3 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B30 COH DRI_C 2002 Square 12.00 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML B35 CHK CFA 2002 Circular 15.50 0.60 0.60 NOFR,TOP,ALV,HEAD,WHCK WHCK ML B4 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B5 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B6 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B7 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B8 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B9 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK D09 PTP1 COH CFA 2012 Circular 9.50 0.40 0.40 SUPD,BAN BAN ML PTP2 COH CFA 2012 Circular 5.90 0.40 0.40 SUPD,BAN BAN ML

85

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) PTP3 COH CFA 2012 Circular 7.90 0.40 0.40 SUPD,BAN BAN ML PTP4 COH CFA 2012 Circular 10.40 0.40 0.40 SUPD,BAN BAN ML PTP5 COH CFA 2012 Circular 7.00 0.40 0.40 TOP,SUPD,WBY,BAN BAN ML D10 E14-01 COH BOR 2000 Circular 17.50 0.60 0.60 MGR,TILL,PUCM PUCM ML E3-02 COH BOR 2000 Circular 19.50 0.60 0.60 MGR,TILL,PUCM PUCM ML N18-02 COH BOR 2000 Circular 21.60 0.60 0.60 MGR,TILL,PUCM PUCM ML N2-01 COH BOR 2000 Circular 17.80 0.60 0.60 MGR,TILL,PUCM PUCM ML N6-01 COH BOR 2000 Circular 20.00 0.60 0.60 MGR,TILL,PUCM PUCM ML R5-19 COH BOR 2000 Circular 20.80 0.90 0.90 MGR,TILL,PUCM PUCM ML R5-30 COH BOR 2000 Circular 18.40 0.90 0.90 MGR,TILL,PUCM PUCM ML S5-01 COH BOR 2000 Circular 18.40 0.60 0.60 MGR,TILL,PUCM PUCM ML W13-01 COH BOR 2000 Circular 14.80 0.60 0.60 TILL,PUCM PUCM ML W2-02 COH BOR 2000 Circular 14.10 0.60 0.60 TILL,PUCM PUCM ML WR-02-05 COH BOR 2000 Circular 17.20 0.60 0.60 MGR,TILL,PUCM PUCM ML D11 P1 BOR 1954 Circular 7.92 0.38 0.38 MGR,ALV,RTD RTD ML D12 P1 BOR 1968 Circular 11.28 0.48 0.48 UKN UKN T16 BOR 1968 Circular 14.02 0.41 0.41 UKN UKN D13 1 BOR 1945 Circular 12.37 0.41 0.41 MGR,ALV,LMBE LMBE_G ML 2 BOR 1945 Circular 12.37 0.41 0.41 MGR,ALV,LMBE LMBE_G ML 3 BOR 1945 Circular 12.37 0.41 0.41 MGR,ALV,LMBE LMBE_G ML D14 1 SUPD BOR 0 Circular 5.64 0.38 0.38 MGR,ALV,RTD RTD ML D15 test pile SUPD BOR 1976 Circular 8.50 0.61 0.61 MGR,ALV,RTD RTD ML D16 16 LDN BOR 1950 Circular 8.60 0.41 0.41 MGR,RTD,ALV,LC LC ML 24 LDN BOR 1950 Circular 8.60 0.41 0.41 MGR,RTD,ALV,LC LC ML 36 BOR 1950 Circular 4.35 0.41 0.41 MGR,RTD RTD ML 38 BOR 1950 Circular 4.35 0.41 0.41 MGR,RTD RTD ML 4 BOR 1950 Circular 5.11 0.41 0.41 MGR,RTD RTD ML 41 BOR 1950 Circular 4.35 0.41 0.41 MGR,RTD RTD ML D17 CE25 GRA,SUPD BOR 1970 Circular 15.24 0.48 0.48 ALV ALV ML CE26 LDN,GRA,SUPD BOR 1970 Circular 16.35 0.48 0.48 ALV,TAB TAB ML CW25 SUPD BOR 1970 Circular 7.50 0.48 0.48 MGR,ALV,RTD RTD ML D18 1 COH,SUPD DRI_C 1956 Square 9.80 0.25 0.25 ALV ALV ML 2 DRI_C 1956 Square 0.00 0.25 0.25 UKN ML 3 COH,SUPD DRI_C 1956 Square 10.20 0.25 0.25 MGR,TOP,ALV ALV ML 4 DRI_C 1956 Square 0.00 0.25 0.25 UKN ML 5 DRI_C 1956 Square 10.00 0.25 0.25 UKN ML D19 1 BOR 1966 Circular 6.10 0.53 0.53 TOP,MGR,TPGR TPGR ML 21 BOR 1966 Circular 5.50 0.45 0.45 MGR,ALV,TPGR TPGR ML

86

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) D20 21A GRA DRI_C 1951 Square 9.15 0.36 0.36 MGR,TFD TFD ML 21B DRI_C 1951 Square 9.15 0.36 0.36 MGR,TFD TFD ML D21 P01 COH,SUPD BOR 1955 Circular 13.00 0.38 0.38 MGR,ALV ALV ML D22 1 BOR 0 Circular 5.70 0.45 0.45 MGR,RTD RTD ML 2 BOR 0 Circular 5.00 0.45 0.45 MGR,RTD RTD ML 3 BOR 0 Circular 5.00 0.45 0.45 MGR,RTD RTD ML D23 TP1 BOR 1969 Circular 14.63 0.40 0.40 MGR,ALV,RTD RTD ML TP2 BOR 1969 Circular 13.90 0.40 0.40 ALV,RTD RTD ML D24 1A BOR 1967 Circular 6.10 0.53 0.53 MGR MGR ML 1B BOR 1967 Circular 6.10 0.53 0.53 MGR MGR ML 9E BOR 1967 Circular 5.20 0.53 0.53 MGR MGR ML 9F BOR 1967 Circular 5.20 0.53 0.53 MGR MGR ML TP1 BOR 1967 Circular 6.70 0.46 0.46 MGR,RTD RTD ML TP2 BOR 1967 Circular 5.80 0.53 0.53 MGR MGR ML D25 1 BOR 1973 Circular 4.50 0.60 0.60 MGR,RTD RTD ML 2 BOR 1973 Circular 4.70 0.60 0.60 MGR,RTD RTD ML D26 21 COH,SUPD BOR 1952 Circular 4.30 0.60 0.60 ALV,RTD RTD ML D27 AT721 SUPD BOR 1967 Circular 12.50 0.48 0.48 ALV,RTD RTD D28 25/1 BOR 1967 Circular 15.40 0.40 0.40 UKN ML 25/95 BOR 1967 Circular 15.20 0.45 0.45 UKN ML 25A/1 BOR 1967 Circular 13.40 0.40 0.40 UKN ML 25A/30 BOR 1967 Circular 12.20 0.45 0.45 UKN ML 50/1 BOR 1967 Circular 13.70 0.40 0.40 UKN ML 50/2 BOR 1967 Circular 12.30 0.40 0.40 UKN ML 50/3 BOR 1967 Circular 12.30 0.40 0.40 UKN ML 50/4 BOR 1967 Circular 14.90 0.46 0.46 UKN ML 50/73 BOR 1967 Circular 15.80 0.53 0.53 UKN 6/1 BOR 1967 Circular 10.70 0.40 0.40 UKN ML 6/G2 BOR 1967 Circular 10.40 0.40 0.40 UKN ML D29 1 BOR 1958 Circular 6.10 0.25 0.25 ALV,LMBE LMBE_G ML D30 TP1 CHK,GRA,SUPD BOR 1970 Circular 18.60 0.48 0.48 RTD,WHCK WHCK ML TP2 CHK BOR 1970 Circular 15.50 0.48 0.48 MGR,RTD,LMBE,WHCK WHCK ML D31 120 SUPD BOR 1964 Circular 12.60 0.45 0.45 MGR,ALV ALV ML 197 SUPD BOR 1964 Circular 14.00 0.45 0.45 MGR,ALV ALV ML 2 SUPD BOR 1964 Circular 11.40 0.60 0.60 MGR,ALV ALV ML 236 SUPD BOR 1964 Circular 14.10 0.45 0.45 MGR,ALV ALV ML 24 SUPD BOR 1964 Circular 12.00 0.45 0.45 MGR,ALV ALV ML 257 BOR 1964 Circular 13.10 0.45 0.45 MGR,ALV ALV ML

87

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) 3 SUPD BOR 1964 Circular 12.20 0.60 0.60 MGR,ALV ALV ML, CRP 46 SUPD BOR 1964 Circular 12.00 0.45 0.45 MGR,ALV ALV ML, CRP 4A SUPD BOR 1964 Circular 15.10 0.60 0.60 MGR,ALV ALV ML, CRP 8 SUPD BOR 1964 Circular 13.70 0.45 0.45 MGR,ALV ALV CRP 97 SUPD BOR 1964 Circular 11.90 0.45 0.45 MGR,ALV ALV ML, CRP D32 AT121 SUPD BOR 1967 Circular 12.50 0.48 0.48 ALV ALV ML D33 1 SUPD BOR 1953 Circular 7.62 0.38 0.38 MGR,ALV,RTD RTD ML 2 BOR 1953 Circular 7.62 0.38 0.38 MGR,ALV,RTD RTD ML 3 BOR 1953 Circular 7.62 0.38 0.38 MGR,ALV,RTD RTD ML D34 335 SUPD DRI_C 1955 Square 7.00 0.30 0.30 ALV,RTD RTD ML 51 SUPD DRI_C 1955 Square 5.20 0.30 0.30 ALV,RTD RTD ML D35 1 SUPD MISC 1951 Circular 15.70 0.46 0.46 MGR,ALV,RTD RTD ML 2 COH,SUPD MISC 1951 Circular 12.00 0.46 0.46 MGR,ALV,RTD RTD ML D36 1 BOR 1950 Circular 5.50 0.46 0.46 MGR,ALV,RTD RTD ML 3 SUPD BOR 1950 Circular 5.40 0.46 0.46 MGR,ALV,RTD RTD ML 35 BOR 1950 Circular 4.50 0.46 0.46 MGR,ALV ALV ML D37 TP1 BOR 1970 Circular 6.70 0.46 0.46 MGR,RTD RTD ML TP2 GRA,SUPD BOR 1970 Circular 7.30 0.46 0.46 MGR,RTD RTD ML D38 P01 CFA 1986 Circular 7.75 0.60 0.60 MGR,ALV,RTD RTD ML P02 CFA 1986 Circular 6.00 0.60 0.60 MGR,RTD RTD ML D39 1 COH,SUPD CFA 1986 Circular 4.00 0.60 0.60 MGR,RTD RTD ML D40 1 CFA 1986 Circular 5.50 0.45 0.45 MGR,ALV,RTD RTD ML D41 P1 SUPD BOR 1947 Square 9.14 0.30 0.30 MGR,ALV,RTD RTD ML P2 SUPD BOR 1947 Square 9.14 0.36 0.36 MGR,ALV,RTD RTD ML P3 SUPD BOR 1947 Square 10.67 0.36 0.36 MGR,ALV,RTD RTD ML P4 SUPD BOR 1947 Square 10.67 0.30 0.30 MGR,ALV,RTD RTD ML P5 SUPD BOR 1947 Square 9.14 0.25 0.25 MGR,ALV,RTD RTD ML P6 SUPD BOR 1947 Square 9.14 0.25 0.25 MGR,ALV,RTD RTD ML D42 1 CFA 1986 Circular 4.00 0.30 0.30 MGR,ALV,RTD RTD ML D43 16 GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML 60 GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML trial pile GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML D44 PTP1 BOR 2006 Circular 10.20 0.46 0.46 MGR,HEHI HEHI_FIS ML R01_01 WBD1 LDN,COH BOR 2008 Circular 15.20 0.40 0.40 MGR,ALV,LC LC ML WBD2 LDN,COH BOR 2008 Circular 16.00 0.40 0.40 MGR,ALV,LC LC ML WCFA LDN,COH CFA 2008 Circular 16.20 0.40 0.40 MGR,ALV,LC LC ML R01_02 CBD LDN,COH BOR 2008 Circular 18.00 0.40 0.40 MGR,LC LC ML R02 PT01 LDN,COH BOR 2012 Circular 53.80 1.20 1.20 NOFR,LC,LMBE,TAB TAB ML

88

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) R03 P1 SUPD DRI_C 1948 Square 9.09 0.30 0.30 NOFR,MGR,ALV,RTD RTD ML P2 SUPD DRI_C 1948 Square 9.10 0.36 0.36 NOFR,MGR,ALV,RTD RTD ML P3 SUPD DRI_C 1948 Square 10.68 0.36 0.36 NOFR,MGR,ALV,RTD RTD ML P4 SUPD DRI_C 1948 Square 10.70 0.30 0.30 NOFR,MGR,ALV,RTD RTD ML P5 SUPD DRI_C 1948 Square 9.14 0.25 0.25 NOFR,MGR,ALV,RTD RTD ML P6 SUPD DRI_C 1948 Square 9.11 0.25 0.25 NOFR,MGR,ALV,RTD RTD ML R04 CP3fs COH DRI_S 1988 Circular 4.08 0.10 0.10 NOFR,HEAD,LC LC_R ML CP5f LDN,COH DRI_S 1988 Circular 5.92 0.10 0.10 NOFR,HEAD,LC LC ML CP6d LDN,COH DRI_S 1988 Circular 5.80 0.10 0.10 NOFR,HEAD,LC LC ML CP7do LDN,COH DRI_S 1988 Circular 5.70 0.10 0.10 NOFR,HEAD,LC LC ML R05 A COH,SUPD BOR 2001 Circular 12.55 0.60 0.60 NOFR,BOC BOC UKN,CRP,ML R06 P01 LDN,GRA BOR 1999 Circular 18.30 0.95 0.95 NOFR,LMBE,TAB TAB ML R07 1 CHK DRI_S 2017 Circular 5.00 0.76 0.76 WHCK WHCK ML 2 CHK DRI_S 2017 Circular 5.00 0.76 0.76 WHCK WHCK ML R08 P01 BOR 1975 Circular 8.70 1.06 1.06 MGR,EN EN ML R09 A LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML B LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML C LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML R10 C1-9 CFA 1987 Circular 0.00 0.60 0.60 UKN ML CFA1 SUPD CFA 1987 Circular 23.70 0.60 0.60 MGR,RTD RTD ML CFA2 SUPD CFA 1987 Circular 28.00 0.75 0.75 MGR,RTD RTD ML TP1-7 CFA 1987 Circular 0.00 0.60 0.60 UKN ML R11 102 COH,SUPD DRI_S 1996 Circular 7.60 0.18 0.18 NOFR,MGR,TILL TILL CASE CASE, 125 COH,SUPD DRI_S 1996 Circular 6.40 0.18 0.18 NOFR,MGR,TILL TILL CAPWAP 14 COH,SUPD DRI_S 1996 Circular 5.50 0.18 0.18 NOFR,MGR,TILL TILL CASE 148 COH,SUPD DRI_S 1996 Circular 5.50 0.18 0.18 NOFR,MGR,TILL TILL CASE 49 DRI_S 1996 Circular 5.30 0.18 0.18 NOFR,MGR,TILL TILL CASE CASE, 52 COH,SUPD DRI_S 1996 Circular 6.20 0.25 0.25 NOFR,MGR,TILL TILL CAPWAP D6 03 MMG,COH,SUPD CFA 1996 Circular 7.60 0.60 0.60 MGR,TILL,MMG MMG ML P1 MMG,COH BOR 1996 Circular 9.07 1.35 1.35 MGR,TILL,MMG MMG ML P2 MMG,COH BOR 1996 Circular 6.10 1.05 1.05 MGR,TILL,MMG MMG ML P3 MMG,COH BOR 1996 Circular 9.30 0.75 0.75 MGR,TILL,MMG MMG ML Tension MMG,COH CFA 1996 Circular 6.80 0.75 0.75 MGR,TILL,MMG MMG ML Tripod MMG,COH BOR 1996 Circular 6.20 0.30 0.30 MGR,TILL,MMG MMG ML XAF 02 MMG,COH CFA 1996 Circular 8.60 0.75 0.75 MGR,TILL,MMG MMG ML XO 02 MMG,COH,SUPD CFA 1996 Circular 8.50 0.60 0.60 MGR,TILL,MMG MMG ML

89

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) XT 14 MMG,COH CFA 1996 Circular 8.50 0.45 0.45 MGR,TILL,MMG MMG ML XU 06 MMG,COH CFA 1996 Circular 8.50 0.45 0.45 MGR,TILL,MMG MMG ML R12 P1 MMG,COH BOR 1984 Circular 13.60 0.75 0.75 MGR,MMG MMG ML P2 MMG,COH BOR 1984 Circular 18.80 0.60 0.60 MGR,MMG MMG ML R13_01 A MMG BOR 1973 6.70 0.40 0.40 NOFR,UKN MMG CRP B MMG BOR 1973 6.70 0.40 0.40 MGR,MMG MMG CRP R13_02 A MMG,SUPD DRI_C 1973 Circular 8.76 0.50 0.50 ALV,MMG MMG UKN R14 10 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 11 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 12 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 13 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 7 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML 8 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 9 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP R15 P1 MMG,COH BOR 1971 Circular 16.80 0.76 0.76 MGR,MMG MMG UKN P2 MMG,COH BOR 1971 Circular 18.30 0.81 0.81 MGR,MMG MMG UKN R16 C30 COH,SUPD DRI_S 1976 H 12.80 0.31 0.31 ALV,RTD,WWYM WWYM ML H (2H H17 COH,SUPD DRI_S 1976 12.80 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) H (2T H18 COH,SUPD DRI_S 1976 13.10 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) H19(1) COH,SUPD DRI_S 1976 H 12.00 0.31 0.31 ALV,RTD WWYM ML H19(2) COH,SUPD DRI_S 1976 H 14.30 0.31 0.31 ALV,RTD,WWYM WWYM ML H (2H H29 COH,SUPD DRI_S 1976 11.20 0.31 0.31 ALV,RTD RTD ML wings) H (2T H30 COH,SUPD DRI_S 1976 12.10 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) R17 A51 LDN,COH BOR 1954 Circular 10.55 0.61 0.61 LC LC ML B33 LDN,COH BOR 1954 Circular 7.01 0.61 0.61 LC LC ML B5 LDN,COH BOR 1954 Circular 10.39 0.46 0.46 LC LC ML R18 PT01 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT02 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT03 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT04 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT05 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT06 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT07 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT08 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML

90

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) R19 P01 DRI_C 1986 Circular 0.00 0.60 0.60 UKN ML R20 12 CHK DRI_S 1974 H 25.30 0.25 0.25 ALV,RTD,WHCK WHCK CRP 4 CHK,SUPD DRI_S 1974 H 18.06 0.31 0.31 MGR,ALV,RTD,WHCK WHCK CRP,ML 4a CHK DRI_S 1974 H 23.31 0.31 0.31 MGR,ALV,RTD,WHCK WHCK ML,CRP 5 CHK DRI_S 1974 H 23.15 0.25 0.25 MGR,ALV,RTD,WHCK WHCK ML,CRP 5a CHK DRI_S 1974 H 27.35 0.25 0.25 MGR,ALV,RTD,WHCK WHCK ML,CRP 6 CHK,SUPD DRI_S 1974 H 18.51 0.36 0.36 MGR,ALV,RTD,WHCK WHCK CRP,ML R21 B308 MMG,COH DRI_C 1995 Square 7.50 0.31 0.31 TILL,MMG MMG UKN C300 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.30 0.30 TILL,MMG MMG UKN C316 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.32 0.32 TILL,MMG MMG UKN C408 COH,SUPD BOR 1995 Circular 17.50 0.45 0.45 TILL TILL UKN C536 COH,SUPD DRI_C 1995 Square 29.00 0.54 0.54 TILL TILL UKN C541 COH,SUPD BOR 1995 Circular 18.50 0.45 0.45 TILL TILL UKN C618 COH,SUPD DRI_C 1995 Square 10.50 0.62 0.62 TILL TILL UKN J103 BOR 1995 Circular 16.50 0.90 0.90 UKN UKN J139 BOR 1995 Circular 22.00 0.45 0.45 UKN UKN P11 DRI_C 1995 Square 11.75 0.28 0.28 MGR,TILL TILL UKN P12 SUPD DRI_C 1995 Square 22.55 0.28 0.28 TILL TILL UKN TP1 MMG,COH BOR 1995 Circular 24.27 0.75 0.75 MMG MMG UKN TP3 MMG,COH BOR 1995 Circular 11.51 0.75 0.75 TILL,MMG MMG UKN TP7 COH,SUPD BOR 1995 Circular 20.50 0.45 0.45 TILL TILL UKN R22 GP1 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP2 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP3 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP GP4 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP5 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP6 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP GP7 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP8 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP9 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP R23 TP1 MMG MISC 1974 Circular 13.75 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP2 MMG MISC 1974 Circular 14.25 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP3 MMG MISC 1974 Circular 15.10 0.60 0.60 NOFR,UKN MMG ML TP4 MMG MISC 1974 Circular 15.40 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP6 MISC 1974 Circular 0.00 0.60 0.60 UKN ML R24_01 P1 COH BOR 1989 Circular 21.50 0.90 0.90 NOFR,MMG MMG_HW ML R24_02 Test1 MMG,COH BOR 1989 Circular 26.00 0.79 0.79 NOFR,MMG MMG UKN Test2 MMG,COH BOR 1989 Circular 26.00 0.79 0.79 NOFR,MMG MMG UKN

91

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) R24_03 2W MMG BOR 1989 Circular 20.50 1.35 1.35 MGR,MMG MMG UKN 3W MMG BOR 1989 Circular 23.80 1.35 1.35 MGR,MMG MMG UKN 4W MMG BOR 1989 Circular 20.50 1.35 1.35 MGR,MMG MMG UKN TEST2 MMG,COH BOR 1989 Circular 23.00 1.05 1.05 NOFR,MMG MMG UKN TEST3 MMG,COH BOR 1989 Circular 21.00 1.05 1.05 NOFR,MGR,MMG MMG UKN TEST4 MMG,COH BOR 1989 Circular 21.00 1.05 1.05 NOFR,MMG MMG UKN R24_04 Test1 MMG,COH BOR 1989 Circular 34.00 0.90 0.90 NOFR,MMG MMG UKN Test2 MMG,COH BOR 1989 Circular 34.00 1.30 1.30 NOFR,MMG MMG UKN Test3 MMG,COH BOR 1989 Circular 27.00 0.90 0.90 NOFR,MMG MMG UKN Test4 MMG,COH BOR 1989 Circular 30.00 0.90 0.90 NOFR,MMG MMG UKN R25 B1 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML P1 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML P2 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML R26_01 1 MMG DRI_C 1979 9.00 MGR,ALV,MMG MMG ML 112 MMG DRI_C 1979 Square 9.40 0.28 0.28 MGR,ALV,MMG MMG ML 2 MMG DRI_C 1979 10.00 MGR,ALV,MMG MMG ML 3 MMG DRI_C 1979 9.40 MGR,ALV,MMG MMG ML 4 MMG DRI_C 1979 10.50 MGR,ALV,MMG MMG ML 5 MMG DRI_C 1979 11.00 MGR,ALV,MMG MMG ML 6 MMG DRI_C 1979 10.50 MGR,ALV,MMG MMG ML 90 MMG DRI_C 1979 Square 9.75 0.28 0.28 MGR,ALV,MMG MMG ML R26_02 1 MMG DRI_C 1979 9.00 MGR,ALV,MMG MMG ML 1A MMG DRI_C 1979 Square 9.90 0.28 0.28 MGR,ALV,MMG MMG ML 2 MMG DRI_C 1979 8.60 MGR,ALV,MMG MMG ML 3 MMG DRI_C 1979 8.70 MGR,ALV,MMG MMG ML 4 MMG DRI_C 1979 9.90 MGR,ALV,MMG MMG ML 5 MMG DRI_C 1979 9.60 MGR,ALV,MMG MMG ML 6 MMG DRI_C 1979 11.30 MGR,ALV,MMG MMG ML 7 MMG DRI_C 1979 11.60 MGR,ALV,MMG MMG ML 8 MMG DRI_C 1979 12.70 MGR,ALV,MMG MMG ML 80 MMG DRI_C 1979 Square 12.50 0.28 0.28 MGR,ALV,MMG MMG ML R27 A MMG,COH BOR 1976 Circular 13.39 0.74 0.74 NOFR,MMG MMG CRP B MMG,COH BOR 1976 Circular 16.03 0.74 0.74 NOFR,MMG MMG ML C MMG,COH BOR 1976 Circular 16.68 0.74 0.74 NOFR,MMG MMG CRP,ML R28 Bridge 130 CHK DRI_C 1971 Circular 15.20 ALV,COM,WHCK WHCK ML Bridges DRI_C 1971 Circular 0.00 UKN 131-132 E4 CHK DRI_C 1971 Circular 15.20 0.46 0.46 ALV,COM,WHCK WHCK

92

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) F1 CHK DRI_C 1971 Circular 10.00 0.48 0.48 WHCK WHCK ML,CRP F2 CHK DRI_C 1971 Circular 8.50 0.43 0.43 WHCK WHCK ML,CRP G1 CHK DRI_C 1971 Circular 17.20 0.46 0.46 ALV,COM,WHCK WHCK W1 CHK DRI_C 1971 Circular 17.00 0.51 0.51 WHCK WHCK ML,CRP W2 CHK DRI_C 1971 Circular 13.00 0.51 0.51 WHCK WHCK ML,CRP W3 CHK DRI_C 1971 Circular 9.50 0.51 0.51 WHCK WHCK ML,CRP W4 CHK DRI_C 1971 Circular 7.00 0.51 0.51 WHCK WHCK W5 CHK DRI_C 1971 Circular 17.00 0.38 0.38 WHCK WHCK W6 CHK DRI_C 1971 Circular 13.00 0.38 0.38 WHCK WHCK ML,CRP W7 CHK DRI_C 1971 Circular 9.50 0.38 0.38 WHCK WHCK ML W8 CHK DRI_C 1971 Circular 7.00 0.38 0.38 WHCK WHCK ML,CRP R29 T1 COH CFA 1992 Circular 9.00 0.40 0.40 NOFR,ITDU ITDU T10 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T11 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T12 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T2 COH CFA 1992 Circular 9.00 0.40 0.40 NOFR,ITDU ITDU T3 COH CFA 1992 Circular 11.15 0.40 0.40 NOFR,ITDU ITDU T4 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T5 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T6 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T7 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU CRP T8 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T9 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU Tapered R30 HC1 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC2 CHK DRI_S 1976 29.80 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC3 CHK DRI_S 1976 31.10 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC4 CHK DRI_S 1976 25.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC5 CHK DRI_S 1976 31.30 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC6 CHK DRI_S 1976 30.00 MGR,ALV,RTD,WHCK WHCK ML,CRP (Circular) Tapered SC1 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular)

93

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) Tapered SC2 CHK DRI_S 1976 29.30 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC3 CHK DRI_S 1976 25.10 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC4 CHK DRI_S 1976 29.80 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC5 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC6 CHK DRI_S 1976 27.90 MGR,ALV,RTD,WHCK WHCK ML,CRP (Circular) Solid pile CHK BOR 1976 Circular 27.20 1.05 1.05 MGR,ALV,RTD,WHCK WHCK ML Voided pile CHK BOR 1976 Circular 27.28 1.05 1.05 MGR,ALV,RTD,WHCK WHCK ML R31 P1 LDN,COH BOR 2013 Circular 37.50 0.75 0.75 MGR,RTD,LC LC ML R32 Hollow Pile LDN,COH BOR 2014 Circular 27.00 1.20 1.20 MGR,LC LC ML Solid Pile LDN,COH BOR 2014 Circular 27.00 1.20 1.20 MGR,LC LC ML R33_01 S1 LDN,COH BOR 1953 Circular 6.10 0.30 0.30 LC LC ML S2 LDN,COH BOR 1953 Circular 9.14 0.30 0.30 LC LC ML S3 LDN,COH BOR 1953 Circular 9.14 0.30 0.30 NOFR,LC LC ML S4 LDN,COH BOR 1953 Circular 12.19 0.30 0.30 LC LC ML S5 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML S6 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML S7 LDN,COH BOR 1953 Circular 12.19 0.36 0.36 NOFR,LC LC ML R33_02 T.A LDN,COH DRI_C 1953 Square 8.53 0.30 0.30 LC LC ML T.B LDN,COH DRI_C 1953 Square 4.42 0.30 0.30 LC LC ML T1 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML T2 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML T3 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML T4 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML R34 TP1 MMG,COH BOR 1992 Circular 28.00 0.90 0.90 NOFR,MMG MMG ML,CRP TP2 MMG,COH BOR 1992 Circular 28.81 0.90 0.90 NOFR,MMG MMG ML TP3 MMG,COH BOR 1992 Circular 30.00 0.90 0.90 NOFR,MMG MMG ML TP4 MMG,COH BOR 1992 Circular 24.35 0.90 0.90 NOFR,MMG MMG ML TP5 MMG,COH BOR 1992 Circular 30.00 0.90 0.90 NOFR,MMG MMG ML TP6 MMG,COH BOR 1992 Circular 31.55 0.90 0.90 NOFR,MMG MMG ML R35 P01 COH BOR 1982 Circular 38.50 1.53 1.53 NOFR,LMBE LMBE_C ML,CRP P02 BOR 1982 Circular 36.20 1.05 1.05 NOFR,LMBE LMBE_C ML R36 PT01 LDN BOR 2015 Circular 64.00 0.90 0.90 NOFR,LMBE,TAB TAB ML R37_01 TP1 LDN,COH BOR 1988 Circular 7.32 0.36 0.36 NOFR,LC LC ML

94

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) TP2 LDN,COH BOR 1988 Circular 10.06 0.36 0.36 MGR,LC LC ML,CRP R37_02 TP1 LDN,COH BOR 1970 Circular 7.62 0.46 0.46 MGR,LC LC ML,CRP R37_03 TP1 LDN,COH BOR 1970 Circular 6.10 0.37 0.37 NOFR,LC LC ML,CRP R37_04 TP1 LDN,COH BOR 1970 Circular 15.86 0.44 0.44 NOFR,LC LC ML,CRP R37_05 TP1 LDN,COH BOR 1966 Circular 15.24 0.61 0.61 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1966 Circular 16.46 0.76 2.13 MGR,RTD,LC LC ML,CRP R37_06 24 / 710 LDN,COH BOR 1968 Circular 13.41 0.61 0.61 MGR,LC LC ML,CRP 29 / 2 LDN,COH BOR 1968 Circular 12.80 0.61 0.61 NOFR,LC LC ML,CRP 954 / 25 LDN,COH BOR 1968 Circular 12.15 0.61 0.61 NOFR,LC LC ML B10 LDN,COH BOR 1968 Circular 14.63 0.61 0.61 NOFR,LC LC ML,CRP B11 LDN,COH BOR 1968 Circular 14.02 0.76 0.76 NOFR,LC LC ML B12 LDN,COH BOR 1968 Circular 13.41 0.76 0.76 MGR,LC LC ML,CRP B4 LDN,COH BOR 1968 Circular 12.20 0.61 0.61 MGR,LC LC ML,CRP B5 LDN,COH BOR 1968 Circular 13.72 0.61 0.61 MGR,LC LC ML,CRP B6 LDN,COH BOR 1968 Circular 9.14 0.61 0.61 MGR,LC LC ML,CRP B7 LDN,COH BOR 1968 Circular 7.01 0.61 0.61 MGR,LC LC ML,CRP B8 LDN,COH BOR 1968 Circular 9.46 0.61 0.61 MGR,LC LC ML,CRP B9 LDN,COH BOR 1968 Circular 11.28 0.61 0.61 MGR,LC LC ML R37_07 TP1 LDN,COH BOR 1968 Circular 15.60 0.76 0.76 MGR,RTD,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 15.25 0.76 1.52 MGR,RTD,LC LC ML,CRP R37_08 TP1 LDN,COH BOR 1968 Circular 20.33 0.61 0.61 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 19.22 0.61 0.61 MGR,LC LC ML,CRP R37_09 TP1 LDN,COH BOR 1972 Circular 10.62 0.45 0.45 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1972 Circular 9.00 0.45 0.45 MGR,LC LC ML,CRP TP3 LDN,COH BOR 1972 Circular 11.00 0.45 0.45 MGR,LC LC ML,CRP TP4 LDN,COH BOR 1972 Circular 14.00 0.45 0.45 MGR,LC LC ML,CRP TP5 LDN,COH BOR 1972 Circular 13.00 0.45 0.45 MGR,LC LC ML,CRP TP6 LDN,COH BOR 1972 Circular 10.00 0.45 0.45 MGR,LC LC ML,CRP R37_10 P1 LDN,COH BOR 1972 Circular 24.20 0.61 0.61 MGR,LC,LMBE LMBE ML,CRP P2 LDN,COH BOR 1972 Circular 21.83 0.61 0.61 MGR,LC LC ML,CRP P4 LDN,COH BOR 1972 Circular 18.34 0.61 0.61 MGR,LC LC ML,CRP P5 LDN,COH BOR 1972 Circular 22.80 0.61 0.61 MGR,LC LC ML,CRP P6 LDN,COH BOR 1972 Circular 21.20 0.61 0.61 MGR,LC LC ML,CRP R37_11 TP1 LDN,COH BOR 1971 Circular 16.50 0.46 0.46 MGR,RTD,LC LC ML,CRP TP2 LDN,COH BOR 1971 Circular 18.59 0.46 0.46 MGR,RTD,LC LC ML,CRP R37_12 TP1 LDN,COH BOR 1968 Circular 13.41 0.91 2.08 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 14.94 0.91 0.91 MGR,LC LC ML,CRP R37_13 TP1 LDN,COH BOR 1969 Circular 15.16 0.61 0.61 NOFR,LC LC ML,CRP

95

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) TP2 LDN,COH BOR 1969 Circular 8.50 0.61 0.61 MGR,LC LC ML,CRP R37_14 4138 LDN,COH BOR 1969 Circular 18.59 0.61 0.61 MGR,LC LC ML A LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP B LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP C LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP TP1 LDN,COH BOR 1969 Circular 19.81 0.61 0.61 ALV,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 15.24 0.46 0.46 MGR,LC LC ML,CRP TP3 LDN BOR 1969 Circular 13.72 0.46 0.46 MGR,LC LC ML,CRP R37_15 TP1 LDN,COH BOR 1969 Circular 19.51 0.76 0.76 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 19.51 0.61 0.61 NOFR,LC LC ML,CRP TP3 LDN,COH BOR 1969 Circular 15.24 0.61 0.61 NOFR,LC LC ML,CRP R38 MC1 LDN,COH CFA 2013 Circular 9.50 0.45 0.45 LC LC ML MC2 LDN,COH CFA 2013 Circular 9.50 0.45 0.45 LC LC ML T13 LDN,COH CFA 2013 Circular 7.00 0.40 0.40 LC LC ML T14 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T15 LDN,COH CFA 2013 Circular 7.00 0.40 0.40 LC LC ML T16 LDN,COH BOR 2013 Circular 10.00 0.30 0.30 LC LC ML T30 LDN,COH MISC 2013 Circular 7.00 0.30/0.60 0.30/0.60 LC LC ML T33 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T34 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T35 LDN,COH MISC 2013 Circular 9.00 0.30 0.30 LC LC ML T36 LDN,COH MISC 2013 Circular 7.00 0.30 0.30 LC LC ML T40 LDN,COH BOR 2013 Circular 7.00 0.30 0.30 LC LC ML T46 LDN,COH BOR 2013 Circular 5.80 0.30 0.30 LC LC ML T47 LDN,COH BOR 2013 Circular 5.80 0.30 0.30 LC LC ML TP1 LDN,COH DRI_C 2013 Circular 10.00 0.28 0.28 LC LC ML TP2 LDN,COH DRI_C 2013 Circular 10.00 0.28 0.28 LC LC ML R39 FP CHK DRI_C 1968 15.10 0.53 0.53 WHCK WHCK ML R40_01 1-1 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML 1-2 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML 1-3 LDN,GRA BOR 1989 Circular 25.60 1.50 1.50 TAB TAB ML R40_02 2 LDN,GRA BOR 1989 Circular 25.40 0.90 0.90 TAB TAB ML R40_03 3-1 LDN,GRA BOR 1989 Circular 22.60 1.50 1.50 TAB TAB ML 3-2 LDN,GRA BOR 1989 Circular 22.70 1.50 1.50 TAB TAB ML R40_04 5-1 LDN,GRA BOR 1989 Circular 25.00 0.90 0.90 TAB TAB ML 5-2 LDN,GRA BOR 1989 Circular 25.00 0.90 0.90 TAB TAB ML 5-3 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML R40_05 6-1 LDN,GRA BOR 1989 Circular 28.50 0.75 0.75 TAB TAB ML

96

Shaft Base DINGO Geology Pile Length Base PILE ID Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category Type (m) Geology (m) (m) 6-2 LDN,GRA BOR 1989 Circular 28.30 0.75 0.75 TAB TAB ML 6-3 LDN,GRA BOR 1989 Circular 31.50 0.90 0.90 TAB TAB ML 6-4 LDN,GRA BOR 1989 Circular 31.50 0.90 0.90 TAB TAB ML 6-5 LDN,GRA BOR 1989 Circular 30.40 0.90 0.90 TAB TAB ML 7-1 LDN,GRA BOR 1989 Circular 27.30 0.90 0.90 NOFR,TAB TAB ML 7-2 LDN,GRA BOR 1989 Circular 29.00 0.90 0.90 TAB TAB ML 7-3 LDN,GRA BOR 1989 Circular 29.50 0.90 0.90 TAB TAB ML R41 P01 BOR 1975 Circular 29.40 0.75 0.75 NOFR,LMBE LMBE_G ML P02 LDN BOR 1975 Circular 34.30 0.75 0.75 NOFR,LMBE,TAB TAB ML R42 TP14 GRA,SUPD MISC 2003 Circular 16.00 0.29 0.29 ALV ALV ML TP75 GRA,SUPD MISC 2003 Circular 17.00 0.43 0.43 ALV,RTD RTD ML R43 P01 LDN,GRA BOR 1989 Circular 28.03 1.20 1.20 NOFR,LMBE,TAB TAB ML R44 S1 LDN,COH BOR 2001 Circular 39.00 1.05 1.05 NOFR,LC LC CRP R45 A LDN,COH BOR 1966 Circular 12.19 0.79 1.68 NOFR,LC LC ML,CRP D LDN,COH BOR 1966 Circular 9.30 0.64 0.64 NOFR,LC LC ML,CRP E LDN,COH BOR 1966 Circular 9.24 0.63 1.22 NOFR,LC LC ML,CRP F LDN,COH BOR 1966 Circular 12.16 0.63 1.22 NOFR,LC LC ML,CRP G LDN,COH BOR 1966 Circular 9.39 0.77 0.77 NOFR,LC LC ML,CRP H LDN,COH BOR 1966 Circular 12.22 0.77 0.77 NOFR,LC LC ML,CRP K LDN,COH BOR 1966 Circular 15.21 0.80 0.80 NOFR,LC LC ML,CRP L LDN,COH BOR 1966 Circular 9.54 0.77 1.68 NOFR,LC LC ML,CRP M LDN,COH BOR 1966 Circular 16.00 0.77 1.68 NOFR,LC LC ML,CRP N LDN,COH BOR 1966 Circular 15.24 0.94 0.94 NOFR,LC LC ML,CRP P LDN,COH BOR 1966 Circular 16.25 0.94 1.85 NOFR,LC LC ML,CRP X LDN,COH BOR 1966 Circular 7.92 NOFR,LC LC ML,CRP R46 PT01 LDN,COH BOR 1993 Circular 12.10 0.75 0.75 MGR,LC LC ML,CRP PT02 LDN BOR 1993 Circular 12.10 0.75 0.75 NOFR,LC LC ML,CRP R47 P01 LDN BOR 1989 Circular 38.20 1.20 1.20 NOFR,LMBE,TAB TAB ML R48 P01 LDN,GRA BOR 2005 Circular 56.00 0.90 0.90 NOFR,LMBE,TAB TAB ML

97

Appendix III: Pile test data records by geology

In this section the DINGO database pile test data records are summarised in tabulated format (Tables III_1-III_6) by geology type as described in Section 4.1. Table III_1. Pile test data records in the London Basin.

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) D16 16 LDN BOR 1950 Circular 8.60 0.41 0.41 MGR,RTD,ALV,LC LC ML 24 LDN BOR 1950 Circular 8.60 0.41 0.41 MGR,RTD,ALV,LC LC ML D17 CE26 LDN,GRA,SUPD BOR 1970 Circular 16.35 0.48 0.48 ALV,TAB TAB ML R01_01 WBD1 LDN,COH BOR 2008 Circular 15.20 0.40 0.40 MGR,ALV,LC LC ML WBD2 LDN,COH BOR 2008 Circular 16.00 0.40 0.40 MGR,ALV,LC LC ML WCFA LDN,COH CFA 2008 Circular 16.20 0.40 0.40 MGR,ALV,LC LC ML R01_02 CBD LDN,COH BOR 2008 Circular 18.00 0.40 0.40 MGR,LC LC ML R02 PT01 LDN,COH BOR 2012 Circular 53.80 1.20 1.20 NOFR,LC,LMBE,TAB TAB ML R04 CP5f LDN,COH DRI_S 1988 Circular 5.92 0.10 0.10 NOFR,HEAD,LC LC ML CP6d LDN,COH DRI_S 1988 Circular 5.80 0.10 0.10 NOFR,HEAD,LC LC ML CP7do LDN,COH DRI_S 1988 Circular 5.70 0.10 0.10 NOFR,HEAD,LC LC ML R06 P01 LDN,GRA BOR 1999 Circular 18.3 0.95 0.95 NOFR,LMBE,TAB TAB ML R09 A LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML B LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML C LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML R14 10 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 11 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 12 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 13 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 7 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML 8 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 9 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP R17 A51 LDN,COH BOR 1954 Circular 10.55 0.61 0.61 LC LC ML B33 LDN,COH BOR 1954 Circular 7.01 0.61 0.61 LC LC ML B5 LDN,COH BOR 1954 Circular 10.39 0.46 0.46 LC LC ML R22 GP1 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP2 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP

98

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) GP3 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP GP4 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP5 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP6 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP GP7 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP8 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP9 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP R25 B1 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML P1 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML P2 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML R31 P1 LDN,COH BOR 2013 Circular 37.5 0.75 0.75 MGR,RTD,LC LC ML R32 Hollow Pile LDN,COH BOR 2014 Circular 27.00 1.20 1.20 MGR,LC LC ML Solid Pile LDN,COH BOR 2014 Circular 27.00 1.20 1.20 MGR,LC LC ML R33_01 S1 LDN,COH BOR 1953 Circular 6.10 0.30 0.30 LC LC ML S2 LDN,COH BOR 1953 Circular 9.14 0.30 0.30 LC LC ML S3 LDN,COH BOR 1953 Circular 9.14 0.30 0.30 NOFR,LC LC ML S4 LDN,COH BOR 1953 Circular 12.20 0.30 0.30 LC LC ML S5 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML S6 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML S7 LDN,COH BOR 1953 Circular 12.20 0.36 0.36 NOFR,LC LC ML R33_02 T.A LDN,COH DRI_C 1953 Square 8.53 0.30 0.30 LC LC ML T.B LDN,COH DRI_C 1953 Square 4.42 0.30 0.30 LC LC ML T1 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML T2 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML T3 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML T4 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML R36 PT01 LDN BOR 2015 Circular 64.00 0.9 0.9 NOFR,LMBE,TAB TAB ML R37_01 TP1 LDN,COH BOR 1988 Circular 7.32 0.36 0.36 NOFR,LC LC ML TP2 LDN,COH BOR 1988 Circular 10.06 0.36 0.36 MGR,LC LC ML,CRP R37_02 TP1 LDN,COH BOR 1970 Circular 7.62 0.46 0.46 MGR,LC LC ML,CRP R37_03 TP1 LDN,COH BOR 1970 Circular 6.10 0.37 0.37 NOFR,LC LC ML,CRP R37_04 TP1 LDN,COH BOR 1970 Circular 15.86 0.44 0.44 NOFR,LC LC ML,CRP R37_05 TP1 LDN,COH BOR 1966 Circular 15.24 0.61 0.61 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1966 Circular 16.46 0.76 2.13 MGR,RTD,LC LC ML,CRP R37_06 24 / 710 LDN,COH BOR 1968 Circular 13.41 0.61 0.61 MGR,LC LC ML,CRP 29 / 2 LDN,COH BOR 1968 Circular 12.80 0.61 0.61 NOFR,LC LC ML,CRP

99

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) 954 / 25 LDN,COH BOR 1968 Circular 12.15 0.61 0.61 NOFR,LC LC ML B10 LDN,COH BOR 1968 Circular 14.63 0.61 0.61 NOFR,LC LC ML,CRP B11 LDN,COH BOR 1968 Circular 14.02 0.76 0.76 NOFR,LC LC ML B12 LDN,COH BOR 1968 Circular 13.41 0.76 0.76 MGR,LC LC ML,CRP B4 LDN,COH BOR 1968 Circular 12.20 0.61 0.61 MGR,LC LC ML,CRP B5 LDN,COH BOR 1968 Circular 13.72 0.61 0.61 MGR,LC LC ML,CRP B6 LDN,COH BOR 1968 Circular 9.14 0.61 0.61 MGR,LC LC ML,CRP B7 LDN,COH BOR 1968 Circular 7.01 0.61 0.61 MGR,LC LC ML,CRP B8 LDN,COH BOR 1968 Circular 9.46 0.61 0.61 MGR,LC LC ML,CRP B9 LDN,COH BOR 1968 Circular 11.28 0.61 0.61 MGR,LC LC ML R37_07 TP1 LDN,COH BOR 1968 Circular 15.60 0.76 0.76 MGR,RTD,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 15.25 0.76 1.52 MGR,RTD,LC LC ML,CRP R37_08 TP1 LDN,COH BOR 1968 Circular 20.33 0.61 0.61 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 19.22 0.61 0.61 MGR,LC LC ML,CRP R37_09 TP1 LDN,COH BOR 1972 Circular 10.62 0.45 0.45 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1972 Circular 9.00 0.45 0.45 MGR,LC LC ML,CRP TP3 LDN,COH BOR 1972 Circular 11.00 0.45 0.45 MGR,LC LC ML,CRP TP4 LDN,COH BOR 1972 Circular 14.00 0.45 0.45 MGR,LC LC ML,CRP TP5 LDN,COH BOR 1972 Circular 13.00 0.45 0.45 MGR,LC LC ML,CRP TP6 LDN,COH BOR 1972 Circular 10.00 0.45 0.45 MGR,LC LC ML,CRP R37_10 P1 LDN,COH BOR 1972 Circular 24.20 0.61 0.61 MGR,LC,LMBE LMBE ML,CRP P2 LDN,COH BOR 1972 Circular 21.83 0.61 0.61 MGR,LC LC ML,CRP P4 LDN,COH BOR 1972 Circular 18.34 0.61 0.61 MGR,LC LC ML,CRP P5 LDN,COH BOR 1972 Circular 22.80 0.61 0.61 MGR,LC LC ML,CRP P6 LDN,COH BOR 1972 Circular 21.20 0.61 0.61 MGR,LC LC ML,CRP R37_11 TP1 LDN,COH BOR 1971 Circular 16.50 0.46 0.46 MGR,RTD,LC LC ML,CRP TP2 LDN,COH BOR 1971 Circular 18.59 0.46 0.46 MGR,RTD,LC LC ML,CRP R37_12 TP1 LDN,COH BOR 1968 Circular 13.41 0.91 2.08 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 14.94 0.91 0.91 MGR,LC LC ML,CRP R37_13 TP1 LDN,COH BOR 1969 Circular 15.16 0.61 0.61 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 8.50 0.61 0.61 MGR,LC LC ML,CRP R37_14 4138 LDN,COH BOR 1969 Circular 18.59 0.61 0.61 MGR,LC LC ML A LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP B LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP C LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP TP1 LDN,COH BOR 1969 Circular 19.81 0.61 0.61 ALV,LC LC ML,CRP

100

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) TP2 LDN,COH BOR 1969 Circular 15.24 0.46 0.46 MGR,LC LC ML,CRP TP3 LDN BOR 1969 Circular 13.72 0.46 0.46 MGR,LC LC ML,CRP R37_15 TP1 LDN,COH BOR 1969 Circular 19.51 0.76 0.76 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 19.51 0.61 0.61 NOFR,LC LC ML,CRP TP3 LDN,COH BOR 1969 Circular 15.24 0.61 0.61 NOFR,LC LC ML,CRP R38 MC1 LDN,COH CFA 2013 Circular 9.50 0.45 0.45 LC LC ML MC2 LDN,COH CFA 2013 Circular 9.50 0.45 0.45 LC LC ML T13 LDN,COH CFA 2013 Circular 7.00 0.40 0.40 LC LC ML T14 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T15 LDN,COH CFA 2013 Circular 7.00 0.40 0.40 LC LC ML T16 LDN,COH BOR 2013 Circular 10.00 0.30 0.30 LC LC ML T30 LDN,COH MISC 2013 Circular 7.00 0.30/0.60 0.30/0.60 LC LC ML T33 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T34 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T35 LDN,COH MISC 2013 Circular 9.00 0.30 0.30 LC LC ML T36 LDN,COH MISC 2013 Circular 7.00 0.30 0.30 LC LC ML T40 LDN,COH BOR 2013 Circular 7.00 0.30 0.30 LC LC ML T46 LDN,COH BOR 2013 Circular 5.80 0.30 0.30 LC LC ML T47 LDN,COH BOR 2013 Circular 5.80 0.30 0.30 LC LC ML TP1 LDN,COH DRI_C 2013 Circular 10.00 0.28 0.28 LC LC ML TP2 LDN,COH DRI_C 2013 Circular 10.00 0.28 0.28 LC LC ML R40_01 1-1 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML 1-2 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML 1-3 LDN,GRA BOR 1989 Circular 25.60 1.50 1.50 TAB TAB ML R40_02 2 LDN,GRA BOR 1989 Circular 25.40 0.90 0.90 TAB TAB ML R40_03 3-1 LDN,GRA BOR 1989 Circular 22.60 1.50 1.50 TAB TAB ML 3-2 LDN,GRA BOR 1989 Circular 22.70 1.50 1.50 TAB TAB ML R40_04 5-1 LDN,GRA BOR 1989 Circular 25.00 0.90 0.90 TAB TAB ML 5-2 LDN,GRA BOR 1989 Circular 25.00 0.90 0.90 TAB TAB ML 5-3 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML R40_05 6-1 LDN,GRA BOR 1989 Circular 28.50 0.75 0.75 TAB TAB ML 6-2 LDN,GRA BOR 1989 Circular 28.30 0.75 0.75 TAB TAB ML 6-3 LDN,GRA BOR 1989 Circular 31.50 0.90 0.90 TAB TAB ML 6-4 LDN,GRA BOR 1989 Circular 31.50 0.90 0.90 TAB TAB ML 6-5 LDN,GRA BOR 1989 Circular 30.40 0.90 0.90 TAB TAB ML 7-1 LDN,GRA BOR 1989 Circular 27.30 0.90 0.90 NOFR,TAB TAB ML

101

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) 7-2 LDN,GRA BOR 1989 Circular 29.00 0.90 0.90 TAB TAB ML 7-3 LDN,GRA BOR 1989 Circular 29.50 0.90 0.90 TAB TAB ML R41 P02 LDN BOR 1975 Circular 34.30 0.75 0.75 NOFR,LMBE,TAB TAB ML R43 P01 LDN,GRA BOR 1989 Circular 28.03 1.20 1.20 NOFR,LMBE,TAB TAB ML R44 S1 LDN,COH BOR 2001 Circular 39.00 1.05 1.05 NOFR,LC LC CRP R45 A LDN,COH BOR 1966 Circular 12.19 0.79 1.68 NOFR,LC LC ML,CRP D LDN,COH BOR 1966 Circular 9.30 0.64 0.64 NOFR,LC LC ML,CRP E LDN,COH BOR 1966 Circular 9.24 0.63 1.22 NOFR,LC LC ML,CRP F LDN,COH BOR 1966 Circular 12.16 0.63 1.22 NOFR,LC LC ML,CRP G LDN,COH BOR 1966 Circular 9.39 0.77 0.77 NOFR,LC LC ML,CRP H LDN,COH BOR 1966 Circular 12.22 0.77 0.77 NOFR,LC LC ML,CRP K LDN,COH BOR 1966 Circular 15.21 0.80 0.80 NOFR,LC LC ML,CRP L LDN,COH BOR 1966 Circular 9.54 0.77 1.68 NOFR,LC LC ML,CRP M LDN,COH BOR 1966 Circular 16.00 0.77 1.68 NOFR,LC LC ML,CRP N LDN,COH BOR 1966 Circular 15.24 0.94 0.94 NOFR,LC LC ML,CRP P LDN,COH BOR 1966 Circular 16.25 0.94 1.85 NOFR,LC LC ML,CRP X LDN,COH BOR 1966 Circular 7.92 NOFR,LC LC ML,CRP R46 PT01 LDN,COH BOR 1993 Circular 12.10 0.75 0.75 MGR,LC LC ML,CRP PT02 LDN BOR 1993 Circular 12.10 0.75 0.75 NOFR,LC LC ML,CRP R47 P01 LDN BOR 1989 Circular 38.20 1.20 1.20 NOFR,LMBE,TAB TAB ML R48 P01 LDN,GRA BOR 2005 Circular 56.00 0.90 0.90 NOFR,LMBE,TAB TAB ML

102

TableIII_2. Pile test data records in Mercia Mudstone.

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) R11 D6 03 MMG,COH,SUPD CFA 1996 Circular 7.60 0.60 0.60 MGR,TILL,MMG MMG ML P1 MMG,COH BOR 1996 Circular 9.07 1.35 1.35 MGR,TILL,MMG MMG ML P2 MMG,COH BOR 1996 Circular 6.10 1.05 1.05 MGR,TILL,MMG MMG ML P3 MMG,COH BOR 1996 Circular 9.30 0.75 0.75 MGR,TILL,MMG MMG ML Tension MMG,COH CFA 1996 Circular 6.80 0.75 0.75 MGR,TILL,MMG MMG ML Tripod MMG,COH BOR 1996 Circular 6.20 0.30 0.30 MGR,TILL,MMG MMG ML XAF 02 MMG,COH CFA 1996 Circular 8.60 0.75 0.75 MGR,TILL,MMG MMG ML XO 02 MMG,COH,SUPD CFA 1996 Circular 8.50 0.60 0.60 MGR,TILL,MMG MMG ML XT 14 MMG,COH CFA 1996 Circular 8.50 0.45 0.45 MGR,TILL,MMG MMG ML XU 06 MMG,COH CFA 1996 Circular 8.50 0.45 0.45 MGR,TILL,MMG MMG ML R12 P1 MMG,COH BOR 1984 Circular 13.60 0.75 0.75 MGR,MMG MMG ML P2 MMG,COH BOR 1984 Circular 18.80 0.60 0.60 MGR,MMG MMG ML R13_01 A MMG BOR 1973 6.70 0.40 0.40 NOFR,UKN MMG CRP B MMG BOR 1973 6.70 0.40 0.40 MGR,MMG MMG CRP R13_02 A MMG,SUPD DRI_C 1973 Circular 8.76 0.50 0.50 ALV,MMG MMG UKN R15 P1 MMG,COH BOR 1971 Circular 16.80 0.76 0.76 MGR,MMG MMG UKN P2 MMG,COH BOR 1971 Circular 18.30 0.81 0.81 MGR,MMG MMG UKN R21 B308 MMG,COH DRI_C 1995 Square 7.50 0.31 0.31 TILL,MMG MMG UKN C300 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.30 0.30 TILL,MMG MMG UKN C316 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.32 0.32 TILL,MMG MMG UKN TP1 MMG,COH BOR 1995 Circular 24.27 0.75 0.75 MMG MMG UKN TP3 MMG,COH BOR 1995 Circular 11.51 0.75 0.75 TILL,MMG MMG UKN R23 TP1 MMG MISC 1974 Circular 13.75 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP2 MMG MISC 1974 Circular 14.25 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP3 MMG MISC 1974 Circular 15.10 0.60 0.60 NOFR,UKN MMG ML TP4 MMG MISC 1974 Circular 15.40 0.60 0.60 MGR,RTD,BOC,MMG MMG ML R24_02 Test1 MMG,COH BOR 1989 Circular 26.00 0.79 0.79 NOFR,MMG MMG UKN Test2 MMG,COH BOR 1989 Circular 26.00 0.79 0.79 NOFR,MMG MMG UKN R24_03 2W MMG BOR 1989 Circular 20.50 1.35 1.35 MGR,MMG MMG UKN 3W MMG BOR 1989 Circular 23.80 1.35 1.35 MGR,MMG MMG UKN 4W MMG BOR 1989 Circular 20.50 1.35 1.35 MGR,MMG MMG UKN TEST2 MMG,COH BOR 1989 Circular 23.00 1.05 1.05 NOFR,MMG MMG UKN TEST3 MMG,COH BOR 1989 Circular 21.00 1.05 1.05 NOFR,MGR,MMG MMG UKN TEST4 MMG,COH BOR 1989 Circular 21.00 1.05 1.05 NOFR,MMG MMG UKN R24_04 Test1 MMG,COH BOR 1989 Circular 34.00 0.90 0.90 NOFR,MMG MMG UKN Test2 MMG,COH BOR 1989 Circular 34.00 1.30 1.30 NOFR,MMG MMG UKN

103

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) Test3 MMG,COH BOR 1989 Circular 27.00 0.90 0.90 NOFR,MMG MMG UKN Test4 MMG,COH BOR 1989 Circular 30.00 0.90 0.90 NOFR,MMG MMG UKN R26_01 1 MMG DRI_C 1979 9.00 MGR,ALV,MMG MMG ML 112 MMG DRI_C 1979 Square 9.40 0.28 0.28 MGR,ALV,MMG MMG ML 2 MMG DRI_C 1979 10.00 MGR,ALV,MMG MMG ML 3 MMG DRI_C 1979 9.40 MGR,ALV,MMG MMG ML 4 MMG DRI_C 1979 10.50 MGR,ALV,MMG MMG ML 5 MMG DRI_C 1979 11.00 MGR,ALV,MMG MMG ML 6 MMG DRI_C 1979 10.50 MGR,ALV,MMG MMG ML 90 MMG DRI_C 1979 Square 9.75 0.28 0.28 MGR,ALV,MMG MMG ML R26_02 1 MMG DRI_C 1979 9.00 MGR,ALV,MMG MMG ML 1A MMG DRI_C 1979 Square 9.90 0.28 0.28 MGR,ALV,MMG MMG ML 2 MMG DRI_C 1979 8.60 MGR,ALV,MMG MMG ML 3 MMG DRI_C 1979 8.70 MGR,ALV,MMG MMG ML 4 MMG DRI_C 1979 9.90 MGR,ALV,MMG MMG ML 5 MMG DRI_C 1979 9.60 MGR,ALV,MMG MMG ML 6 MMG DRI_C 1979 11.30 MGR,ALV,MMG MMG ML 7 MMG DRI_C 1979 11.60 MGR,ALV,MMG MMG ML 8 MMG DRI_C 1979 12.70 MGR,ALV,MMG MMG ML 80 MMG DRI_C 1979 Square 12.50 0.28 0.28 MGR,ALV,MMG MMG ML R27 A MMG,COH BOR 1976 Circular 13.39 0.74 0.74 NOFR,MMG MMG CRP B MMG,COH BOR 1976 Circular 16.03 0.74 0.74 NOFR,MMG MMG ML C MMG,COH BOR 1976 Circular 16.68 0.74 0.74 NOFR,MMG MMG CRP,ML R34 TP1 MMG,COH BOR 1992 Circular 28.00 0.90 0.90 NOFR,MMG MMG ML,CRP TP2 MMG,COH BOR 1992 Circular 28.81 0.90 0.90 NOFR,MMG MMG ML TP3 MMG,COH BOR 1992 Circular 30.00 0.90 0.90 NOFR,MMG MMG ML TP4 MMG,COH BOR 1992 Circular 24.35 0.90 0.90 NOFR,MMG MMG ML TP5 MMG,COH BOR 1992 Circular 30.00 0.90 0.90 NOFR,MMG MMG ML TP6 MMG,COH BOR 1992 Circular 31.55 0.90 0.90 NOFR,MMG MMG ML

104

TableIII_3. Pile test data records in Chalk.

Shaft Base DINGO PILE Geology Length Base Pile Test Pile Type Year Shape Dimension Dimension Shaft Geology ID ID Category (m) Geology Types (m) (m) D08_02 B11 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B12 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B13 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B14 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B15 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B16 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B17 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B18 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B2 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B3 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B35 CHK CFA 2002 Circular 15.50 0.60 0.60 NOFR,TOP,ALV,HEAD,WHCK WHCK ML B4 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B5 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B6 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B7 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B8 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B9 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK D30 TP1 CHK,GRA,SUPD BOR 1970 Circular 18.60 0.48 0.48 RTD,WHCK WHCK ML TP2 CHK BOR 1970 Circular 15.50 0.48 0.48 MGR,RTD,LMBE,WHCK WHCK ML R07 1 CHK DRI_S 2017 Circular 5.00 0.76 0.76 WHCK WHCK ML 2 CHK DRI_S 2017 Circular 5.00 0.76 0.76 WHCK WHCK ML R20 12 CHK DRI_S 1974 H 25.30 0.25 0.25 ALV,RTD,WHCK WHCK CRP 4 CHK,SUPD DRI_S 1974 H 18.06 0.31 0.31 MGR,ALV,RTD,WHCK WHCK CRP,ML 4a CHK DRI_S 1974 H 23.31 0.31 0.31 MGR,ALV,RTD,WHCK WHCK ML,CRP 5 CHK DRI_S 1974 H 23.15 0.25 0.25 MGR,ALV,RTD,WHCK WHCK ML,CRP 5a CHK DRI_S 1974 H 27.35 0.25 0.25 MGR,ALV,RTD,WHCK WHCK ML,CRP 6 CHK,SUPD DRI_S 1974 H 18.51 0.36 0.36 MGR,ALV,RTD,WHCK WHCK CRP,ML R28 Bridge CHK DRI_C 1971 Circular 15.20 ALV,COM,WHCK WHCK ML 130 E4 CHK DRI_C 1971 Circular 15.20 0.46 0.46 ALV,COM,WHCK WHCK F1 CHK DRI_C 1971 Circular 10.00 0.48 0.48 WHCK WHCK ML,CRP F2 CHK DRI_C 1971 Circular 8.50 0.43 0.43 WHCK WHCK ML,CRP G1 CHK DRI_C 1971 Circular 17.20 0.46 0.46 ALV,COM,WHCK WHCK W1 CHK DRI_C 1971 Circular 17.00 0.51 0.51 WHCK WHCK ML,CRP W2 CHK DRI_C 1971 Circular 13.00 0.51 0.51 WHCK WHCK ML,CRP W3 CHK DRI_C 1971 Circular 9.50 0.51 0.51 WHCK WHCK ML,CRP

105

Shaft Base DINGO PILE Geology Length Base Pile Test Pile Type Year Shape Dimension Dimension Shaft Geology ID ID Category (m) Geology Types (m) (m) W4 CHK DRI_C 1971 Circular 7.00 0.51 0.51 WHCK WHCK W5 CHK DRI_C 1971 Circular 17.00 0.38 0.38 WHCK WHCK W6 CHK DRI_C 1971 Circular 13.00 0.38 0.38 WHCK WHCK ML,CRP W7 CHK DRI_C 1971 Circular 9.50 0.38 0.38 WHCK WHCK ML W8 CHK DRI_C 1971 Circular 7.00 0.38 0.38 WHCK WHCK ML,CRP R30 Tapered HC1 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC2 CHK DRI_S 1976 29.80 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC3 CHK DRI_S 1976 31.10 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC4 CHK DRI_S 1976 25.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC5 CHK DRI_S 1976 31.30 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC6 CHK DRI_S 1976 30.00 MGR,ALV,RTD,WHCK WHCK ML,CRP (Circular) Tapered SC1 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC2 CHK DRI_S 1976 29.30 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC3 CHK DRI_S 1976 25.10 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC4 CHK DRI_S 1976 29.80 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC5 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC6 CHK DRI_S 1976 27.90 MGR,ALV,RTD,WHCK WHCK ML,CRP (Circular) Solid CHK BOR 1976 Circular 27.20 1.05 1.05 MGR,ALV,RTD,WHCK WHCK ML pile Voided CHK BOR 1976 Circular 27.28 1.05 1.05 MGR,ALV,RTD,WHCK WHCK ML pile R39 FP CHK DRI_C 1968 15.10 0.53 0.53 WHCK WHCK ML

106

TableIII_4. Pile test data records in Superficial deposits.

Shaft Base DINGO Geology Length Base PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) D07_05 PT05 COH,SUPD BOR 2018 Circular 22.80 0.90 0.90 RTD,TILL TILL ML D14 1 SUPD BOR Circular 5.64 0.38 0.38 MGR,ALV,RTD RTD ML D15 test pile SUPD BOR 1976 Circular 8.50 0.61 0.61 MGR,ALV,RTD RTD ML D17 CE25 GRA,SUPD BOR 1970 Circular 15.24 0.48 0.48 ALV ALV ML CE26 LDN,GRA,SUPD BOR 1970 Circular 16.35 0.48 0.48 ALV,TAB TAB ML CW25 SUPD BOR 1970 Circular 7.50 0.48 0.48 MGR,ALV,RTD RTD ML D18 1 COH,SUPD DRI_C 1956 Square 9.80 0.25 0.25 ALV ALV ML 3 COH,SUPD DRI_C 1956 Square 10.20 0.25 0.25 MGR,TOP,ALV ALV ML D21 P01 COH,SUPD BOR 1955 Circular 13.00 0.38 0.38 MGR,ALV ALV ML D26 21 COH,SUPD BOR 1952 Circular 4.30 0.60 0.60 ALV,RTD RTD ML D27 AT721 SUPD BOR 1967 Circular 12.50 0.48 0.48 ALV,RTD RTD D30 TP1 CHK,GRA,SUPD BOR 1970 Circular 18.60 0.48 0.48 RTD,WHCK WHCK ML D31 120 SUPD BOR 1964 Circular 12.60 0.45 0.45 MGR,ALV ALV ML 197 SUPD BOR 1964 Circular 14.00 0.45 0.45 MGR,ALV ALV ML 2 SUPD BOR 1964 Circular 11.40 0.60 0.60 MGR,ALV ALV ML 236 SUPD BOR 1964 Circular 14.10 0.45 0.45 MGR,ALV ALV ML 24 SUPD BOR 1964 Circular 12.00 0.45 0.45 MGR,ALV ALV ML 3 SUPD BOR 1964 Circular 12.20 0.60 0.60 MGR,ALV ALV ML,CRP 46 SUPD BOR 1964 Circular 12.00 0.45 0.45 MGR,ALV ALV ML,CRP 4A SUPD BOR 1964 Circular 15.10 0.60 0.60 MGR,ALV ALV ML,CRP 8 SUPD BOR 1964 Circular 13.70 0.45 0.45 MGR,ALV ALV CRP 97 SUPD BOR 1964 Circular 11.90 0.45 0.45 MGR,ALV ALV ML,CRP D32 AT121 SUPD BOR 1967 Circular 12.50 0.48 0.48 ALV ALV ML D33 1 SUPD BOR 1953 Circular 7.62 0.38 0.38 MGR,ALV,RTD RTD ML D34 335 SUPD DRI_C 1955 Square 7.00 0.30 0.30 ALV,RTD RTD ML 51 SUPD DRI_C 1955 Square 5.20 0.30 0.30 ALV,RTD RTD ML D35 1 SUPD MISC 1951 Circular 15.70 0.46 0.46 MGR,ALV,RTD RTD ML 2 COH,SUPD MISC 1951 Circular 12.00 0.46 0.46 MGR,ALV,RTD RTD ML D36 3 SUPD BOR 1950 Circular 5.40 0.46 0.46 MGR,ALV,RTD RTD ML D37 TP2 GRA,SUPD BOR 1970 Circular 7.30 0.46 0.46 MGR,RTD RTD ML D39 1 COH,SUPD CFA 1986 Circular 4.00 0.60 0.60 MGR,RTD RTD ML D41 P1 SUPD BOR 1947 Square 9.14 0.30 0.30 MGR,ALV,RTD RTD ML P2 SUPD BOR 1947 Square 9.14 0.36 0.36 MGR,ALV,RTD RTD ML P3 SUPD BOR 1947 Square 10.67 0.36 0.36 MGR,ALV,RTD RTD ML P4 SUPD BOR 1947 Square 10.67 0.30 0.30 MGR,ALV,RTD RTD ML P5 SUPD BOR 1947 Square 9.14 0.25 0.25 MGR,ALV,RTD RTD ML

107

Shaft Base DINGO Geology Length Base PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) P6 SUPD BOR 1947 Square 9.14 0.25 0.25 MGR,ALV,RTD RTD ML D43 16 GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML 60 GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML trial pile GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML R03 P1 SUPD DRI_C 1948 Square 9.09 0.30 0.30 NOFR,MGR,ALV,RTD RTD ML P2 SUPD DRI_C 1948 Square 9.10 0.36 0.36 NOFR,MGR,ALV,RTD RTD ML P3 SUPD DRI_C 1948 Square 10.68 0.36 0.36 NOFR,MGR,ALV,RTD RTD ML P4 SUPD DRI_C 1948 Square 10.70 0.30 0.30 NOFR,MGR,ALV,RTD RTD ML P5 SUPD DRI_C 1948 Square 9.14 0.25 0.25 NOFR,MGR,ALV,RTD RTD ML P6 SUPD DRI_C 1948 Square 9.11 0.25 0.25 NOFR,MGR,ALV,RTD RTD ML R05 A COH,SUPD BOR 2001 Circular 12.55 0.60 0.60 NOFR,BOC BOC UKN,CRP,ML R10 CFA1 SUPD CFA 1987 Circular 23.70 0.60 0.60 MGR,RTD RTD ML CFA2 SUPD CFA 1987 Circular 28.00 0.75 0.75 MGR,RTD RTD ML R11 102 COH,SUPD DRI_S 1996 Circular 7.60 0.18 0.18 NOFR,MGR,TILL TILL CASE 125 COH,SUPD DRI_S 1996 Circular 6.40 0.18 0.18 NOFR,MGR,TILL TILL CASE,CAPWAP 14 COH,SUPD DRI_S 1996 Circular 5.50 0.18 0.18 NOFR,MGR,TILL TILL CASE 148 COH,SUPD DRI_S 1996 Circular 5.50 0.18 0.18 NOFR,MGR,TILL TILL CASE 52 COH,SUPD DRI_S 1996 Circular 6.20 0.25 0.25 NOFR,MGR,TILL TILL CASE,CAPWAP D6 03 MMG,COH,SUPD CFA 1996 Circular 7.60 0.60 0.60 MGR,TILL,MMG MMG ML XO 02 MMG,COH,SUPD CFA 1996 Circular 8.50 0.60 0.60 MGR,TILL,MMG MMG ML R13_02 A MMG,SUPD DRI_C 1973 Circular 8.76 0.50 0.50 ALV,MMG MMG UKN R16 C30 COH,SUPD DRI_S 1976 H 12.80 0.31 0.31 ALV,RTD,WWYM WWYM ML H (2H H17 COH,SUPD DRI_S 1976 12.80 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) H (2T H18 COH,SUPD DRI_S 1976 13.10 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) H19(1) COH,SUPD DRI_S 1976 H 12.00 0.31 0.31 ALV,RTD WWYM ML H19(2) COH,SUPD DRI_S 1976 H 14.30 0.31 0.31 ALV,RTD,WWYM WWYM ML H (2H H29 COH,SUPD DRI_S 1976 11.20 0.31 0.31 ALV,RTD RTD ML wings) H (2T H30 COH,SUPD DRI_S 1976 12.10 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) R20 4 CHK,SUPD DRI_S 1974 H 18.06 0.31 0.31 MGR,ALV,RTD,WHCK WHCK CRP,ML 6 CHK,SUPD DRI_S 1974 H 18.51 0.36 0.36 MGR,ALV,RTD,WHCK WHCK CRP,ML R21 C300 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.30 0.30 TILL,MMG MMG UKN C316 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.32 0.32 TILL,MMG MMG UKN C408 COH,SUPD BOR 1995 Circular 17.50 0.45 0.45 TILL TILL UKN C536 COH,SUPD DRI_C 1995 Square 29.00 0.54 0.54 TILL TILL UKN

108

Shaft Base DINGO Geology Length Base PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) C541 COH,SUPD BOR 1995 Circular 18.50 0.45 0.45 TILL TILL UKN C618 COH,SUPD DRI_C 1995 Square 10.50 0.62 0.62 TILL TILL UKN P12 SUPD DRI_C 1995 Square 22.55 0.28 0.28 TILL TILL UKN TP7 COH,SUPD BOR 1995 Circular 20.50 0.45 0.45 TILL TILL UKN R42 TP14 GRA,SUPD MISC 2003 Circular 16.00 0.29 0.29 ALV ALV ML TP75 GRA,SUPD MISC 2003 Circular 17.00 0.43 0.43 ALV,RTD RTD ML

109

TableIII_5. Pile test data records primarily in Cohesive deposits.

Shaft Base DINGO PILE Geology Length Base Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID ID Category (m) Geology (m) (m) D02_01 A COH UKN 1976 9.10 MGR,GLT GLT CRP B COH UKN 1976 12.10 MGR,GLT GLT CRP C COH UKN 1976 15.20 MGR,GLT GLT CRP D COH UKN 1976 18.20 MGR,GLT GLT CRP D02_02 A COH UKN 1976 15.20 TOP,GLT GLT CRP B COH UKN 1976 18.20 TOP,GLT GLT CRP C COH UKN 1976 21.30 TOP,GLT GLT CRP D COH UKN 1976 24.30 TOP,GLT GLT CRP D03 TP2 COH MISC 1978 Hexagon 37.30 TOP,HOM HOM ML D04_01 17 COH BOR 1978 Circular 12.10 0.50 0.50 GLT GLT ML 54 COH BOR 1978 Circular 16.10 0.50 0.50 GLT GLT ML D04_02 NA4 COH BOR 1978 Circular 25.00 0.50 0.50 GLT GLT ML D04_03 A10/1 COH BOR 1978 Circular 22.50 0.50 0.50 MGR,GLT GLT ML P2/1 COH BOR 1978 Circular 21.23 0.50 0.50 MGR,GLT GLT ML D04_06 NA4 COH BOR 1978 Circular 26.25 0.50 0.50 MGR,GLT GLT ML SC1 COH BOR 1978 Circular 25.00 0.50 0.50 GLT GLT ML D04_07 SA4 COH BOR 1978 Circular 26.10 0.50 0.50 HEAD,GLT GLT ML D04_09 CSA4 COH BOR 1978 Circular 25.20 0.50 0.50 GLT GLT ML D07_01 PT01 COH BOR 2018 Circular 22.30 0.90 0.90 MGR,AMC AMC ML D07_02 PT02 COH BOR 2018 Circular 23.90 0.90 0.90 HEAD,OXC OXC ML D07_04 PT04 COH BOR 2018 Circular 30.30 1.80 1.80 MGR,TILL,OXC OXC ML D07_05 PT05 COH,SUPD BOR 2018 Circular 22.80 0.90 0.90 RTD,TILL TILL ML D07_06 PT06 COH BOR 2018 Circular 15.30 1.20 1.20 MGR,ALV,RTD,OXC OXC ML D07_07 PT07 COH BOR 2018 Circular 24.05 0.90 0.90 MGR,TILL,OXC OXC ML D07_08 PT08 COH BOR 2018 Circular 25.10 0.90 0.90 MGR,KC,AMC AMC ML D08_02 B1 COH DRI_C 2002 Square 12.00 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML,UKN B11 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B11-18 COH CFA 2002 Circular 11.50 0.60 0.60 TOP,ALV,HEAD HEAD UKN B12 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B13 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B14 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B15 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B16 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B17 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B18 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B2 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK

110

Shaft Base DINGO PILE Geology Length Base Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID ID Category (m) Geology (m) (m) B2-9 COH DRI_C 2002 Square 11.50 0.60 0.60 TOP,ALV,HEAD HEAD UKN B20 COH CFA 2002 Circular 12.50 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML,UKN B3 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B30 COH DRI_C 2002 Square 12.00 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML B4 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B5 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B6 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B7 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B8 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B9 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK D09 PTP1 COH CFA 2012 Circular 9.50 0.40 0.40 SUPD,BAN BAN ML PTP2 COH CFA 2012 Circular 5.90 0.40 0.40 SUPD,BAN BAN ML PTP3 COH CFA 2012 Circular 7.90 0.40 0.40 SUPD,BAN BAN ML PTP4 COH CFA 2012 Circular 10.40 0.40 0.40 SUPD,BAN BAN ML PTP5 COH CFA 2012 Circular 7.00 0.40 0.40 TOP,SUPD,WBY,BAN BAN ML D10 E14-01 COH BOR 2000 Circular 17.50 0.60 0.60 MGR,TILL,PUCM PUCM ML E3-02 COH BOR 2000 Circular 19.50 0.60 0.60 MGR,TILL,PUCM PUCM ML N18-02 COH BOR 2000 Circular 21.60 0.60 0.60 MGR,TILL,PUCM PUCM ML N2-01 COH BOR 2000 Circular 17.80 0.60 0.60 MGR,TILL,PUCM PUCM ML N6-01 COH BOR 2000 Circular 20.00 0.60 0.60 MGR,TILL,PUCM PUCM ML R5-19 COH BOR 2000 Circular 20.80 0.90 0.90 MGR,TILL,PUCM PUCM ML R5-30 COH BOR 2000 Circular 18.40 0.90 0.90 MGR,TILL,PUCM PUCM ML S5-01 COH BOR 2000 Circular 18.40 0.60 0.60 MGR,TILL,PUCM PUCM ML W13-01 COH BOR 2000 Circular 14.80 0.60 0.60 TILL,PUCM PUCM ML W2-02 COH BOR 2000 Circular 14.10 0.60 0.60 TILL,PUCM PUCM ML WR-02- COH BOR 2000 Circular 17.20 0.60 0.60 MGR,TILL,PUCM PUCM ML 05 D18 1 COH,SUPD DRI_C 1956 Square 9.80 0.25 0.25 ALV ALV ML 3 COH,SUPD DRI_C 1956 Square 10.20 0.25 0.25 MGR,TOP,ALV ALV ML D21 P01 COH,SUPD BOR 1955 Circular 13.00 0.38 0.38 MGR,ALV ALV ML D26 21 COH,SUPD BOR 1952 Circular 4.30 0.60 0.60 ALV,RTD RTD ML D35 2 COH,SUPD MISC 1951 Circular 12.00 0.46 0.46 MGR,ALV,RTD RTD ML D39 1 COH,SUPD CFA 1986 Circular 4.00 0.60 0.60 MGR,RTD RTD ML R01_01 WBD1 LDN,COH BOR 2008 Circular 15.20 0.40 0.40 MGR,ALV,LC LC ML WBD2 LDN,COH BOR 2008 Circular 16.00 0.40 0.40 MGR,ALV,LC LC ML WCFA LDN,COH CFA 2008 Circular 16.20 0.40 0.40 MGR,ALV,LC LC ML R01_02 CBD LDN,COH BOR 2008 Circular 18.00 0.40 0.40 MGR,LC LC ML R02 PT01 LDN,COH BOR 2012 Circular 53.80 1.20 1.20 NOFR,LC,LMBE,TAB TAB ML

111

Shaft Base DINGO PILE Geology Length Base Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID ID Category (m) Geology (m) (m) R04 CP3fs COH DRI_S 1988 Circular 4.08 0.10 0.10 NOFR,HEAD,LC LC_R ML CP5f LDN,COH DRI_S 1988 Circular 5.92 0.10 0.10 NOFR,HEAD,LC LC ML CP6d LDN,COH DRI_S 1988 Circular 5.80 0.10 0.10 NOFR,HEAD,LC LC ML CP7do LDN,COH DRI_S 1988 Circular 5.70 0.10 0.10 NOFR,HEAD,LC LC ML R05 A COH,SUPD BOR 2001 Circular 12.55 0.60 0.60 NOFR,BOC BOC UKN,CRP,ML R09 A LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML B LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML C LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML R11 102 COH,SUPD DRI_S 1996 Circular 7.60 0.18 0.18 NOFR,MGR,TILL TILL CASE 125 COH,SUPD DRI_S 1996 Circular 6.40 0.18 0.18 NOFR,MGR,TILL TILL CASE,CAPWAP 14 COH,SUPD DRI_S 1996 Circular 5.50 0.18 0.18 NOFR,MGR,TILL TILL CASE 148 COH,SUPD DRI_S 1996 Circular 5.50 0.18 0.18 NOFR,MGR,TILL TILL CASE 52 COH,SUPD DRI_S 1996 Circular 6.20 0.25 0.25 NOFR,MGR,TILL TILL CASE,CAPWAP D6 03 MMG,COH,SUPD CFA 1996 Circular 7.60 0.60 0.60 MGR,TILL,MMG MMG ML P1 MMG,COH BOR 1996 Circular 9.07 1.35 1.35 MGR,TILL,MMG MMG ML P2 MMG,COH BOR 1996 Circular 6.10 1.05 1.05 MGR,TILL,MMG MMG ML P3 MMG,COH BOR 1996 Circular 9.30 0.75 0.75 MGR,TILL,MMG MMG ML Tension MMG,COH CFA 1996 Circular 6.80 0.75 0.75 MGR,TILL,MMG MMG ML Tripod MMG,COH BOR 1996 Circular 6.20 0.30 0.30 MGR,TILL,MMG MMG ML XAF 02 MMG,COH CFA 1996 Circular 8.60 0.75 0.75 MGR,TILL,MMG MMG ML XO 02 MMG,COH,SUPD CFA 1996 Circular 8.50 0.60 0.60 MGR,TILL,MMG MMG ML XT 14 MMG,COH CFA 1996 Circular 8.50 0.45 0.45 MGR,TILL,MMG MMG ML XU 06 MMG,COH CFA 1996 Circular 8.50 0.45 0.45 MGR,TILL,MMG MMG ML R12 P1 MMG,COH BOR 1984 Circular 13.60 0.75 0.75 MGR,MMG MMG ML P2 MMG,COH BOR 1984 Circular 18.80 0.60 0.60 MGR,MMG MMG ML R14 10 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 11 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 12 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 13 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 7 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML 8 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 9 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP R15 P1 MMG,COH BOR 1971 Circular 16.80 0.76 0.76 MGR,MMG MMG UKN P2 MMG,COH BOR 1971 Circular 18.30 0.81 0.81 MGR,MMG MMG UKN R16 C30 COH,SUPD DRI_S 1976 H 12.80 0.31 0.31 ALV,RTD,WWYM WWYM ML H (2H H17 COH,SUPD DRI_S 1976 12.80 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) H18 COH,SUPD DRI_S 1976 H (2T 13.10 0.31 0.31 ALV,RTD,WWYM WWYM ML

112

Shaft Base DINGO PILE Geology Length Base Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID ID Category (m) Geology (m) (m) wings) H19(1) COH,SUPD DRI_S 1976 H 12.00 0.31 0.31 ALV,RTD WWYM ML H19(2) COH,SUPD DRI_S 1976 H 14.30 0.31 0.31 ALV,RTD,WWYM WWYM ML H (2H H29 COH,SUPD DRI_S 1976 11.20 0.31 0.31 ALV,RTD RTD ML wings) H (2T H30 COH,SUPD DRI_S 1976 12.10 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) R17 A51 LDN,COH BOR 1954 Circular 10.55 0.61 0.61 LC LC ML B33 LDN,COH BOR 1954 Circular 7.01 0.61 0.61 LC LC ML B5 LDN,COH BOR 1954 Circular 10.39 0.46 0.46 LC LC ML R18 PT01 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT02 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT03 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT04 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT05 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT06 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT07 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT08 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML R21 B308 MMG,COH DRI_C 1995 Square 7.50 0.31 0.31 TILL,MMG MMG UKN C300 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.30 0.30 TILL,MMG MMG UKN C316 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.32 0.32 TILL,MMG MMG UKN C408 COH,SUPD BOR 1995 Circular 17.50 0.45 0.45 TILL TILL UKN C536 COH,SUPD DRI_C 1995 Square 29.00 0.54 0.54 TILL TILL UKN C541 COH,SUPD BOR 1995 Circular 18.50 0.45 0.45 TILL TILL UKN C618 COH,SUPD DRI_C 1995 Square 10.50 0.62 0.62 TILL TILL UKN TP1 MMG,COH BOR 1995 Circular 24.27 0.75 0.75 MMG MMG UKN TP3 MMG,COH BOR 1995 Circular 11.51 0.75 0.75 TILL,MMG MMG UKN TP7 COH,SUPD BOR 1995 Circular 20.50 0.45 0.45 TILL TILL UKN R22 GP1 LDN,COH MISC 1980 Circular 19.00 1.50 1.50 MGR,LC LC ML,CRP GP2 LDN,COH MISC 1980 Circular 12.00 1.50 1.50 MGR,LC LC ML,CRP GP3 LDN,COH MISC 1980 Circular 9.00 1.50 1.50 MGR,LC LC ML,CRP GP4 LDN,COH MISC 1980 Circular 19.00 1.50 1.50 MGR,LC LC ML,CRP GP5 LDN,COH MISC 1980 Circular 12.00 1.50 1.50 MGR,LC LC ML,CRP GP6 LDN,COH MISC 1980 Circular 9.00 1.50 1.50 MGR,LC LC ML,CRP GP7 LDN,COH MISC 1980 Circular 19.00 1.50 1.50 MGR,LC LC ML,CRP GP8 LDN,COH MISC 1980 Circular 12.00 1.50 1.50 MGR,LC LC ML,CRP GP9 LDN,COH MISC 1980 Circular 9.00 1.50 1.50 MGR,LC LC ML,CRP R24_01 P1 COH BOR 1989 Circular 21.50 0.90 0.90 NOFR,MMG MMG_HW ML

113

Shaft Base DINGO PILE Geology Length Base Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID ID Category (m) Geology (m) (m) R24_02 Test1 MMG,COH BOR 1989 Circular 26.00 0.79 0.79 NOFR,MMG MMG UKN Test2 MMG,COH BOR 1989 Circular 26.00 0.79 0.79 NOFR,MMG MMG UKN R24_03 TEST2 MMG,COH BOR 1989 Circular 23.00 1.05 1.05 NOFR,MMG MMG UKN TEST3 MMG,COH BOR 1989 Circular 21.00 1.05 1.05 NOFR,MGR,MMG MMG UKN TEST4 MMG,COH BOR 1989 Circular 21.00 1.05 1.05 NOFR,MMG MMG UKN R24_04 Test 4 MMG,COH BOR 1989 Circular 30.00 0.90 0.90 NOFR,MMG MMG Test1 MMG,COH BOR 1989 Circular 34.00 0.90 0.90 NOFR,MMG MMG UKN Test2 MMG,COH BOR 1989 Circular 34.00 1.30 1.30 NOFR,MMG MMG UKN Test3 MMG,COH BOR 1989 Circular 27.00 0.90 0.90 NOFR,MMG MMG UKN R27 A MMG,COH BOR 1976 Circular 13.39 0.74 0.74 NOFR,MMG MMG CRP B MMG,COH BOR 1976 Circular 16.03 0.74 0.74 NOFR,MMG MMG ML C MMG,COH BOR 1976 Circular 16.68 0.74 0.74 NOFR,MMG MMG CRP,ML R29 T1 COH CFA 1992 Circular 9.00 0.40 0.40 NOFR,ITDU ITDU T10 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T11 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T12 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T2 COH CFA 1992 Circular 9.00 0.40 0.40 NOFR,ITDU ITDU T3 COH CFA 1992 Circular 11.15 0.40 0.40 NOFR,ITDU ITDU T4 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T5 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T6 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T7 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU CRP T8 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T9 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU R31 P1 LDN,COH BOR 2013 Circular 37.50 0.75 0.75 MGR,RTD,LC LC ML R32 Hollow LDN,COH BOR 2014 Circular 27.00 1.20 1.20 MGR,LC LC ML Pile Solid LDN,COH BOR 2014 Circular 27.00 1.20 1.20 MGR,LC LC ML Pile R33_01 S1 LDN,COH BOR 1953 Circular 6.10 0.30 0.30 LC LC ML S2 LDN,COH BOR 1953 Circular 9.14 0.30 0.30 LC LC ML S3 LDN,COH BOR 1953 Circular 9.14 0.30 0.30 NOFR,LC LC ML S4 LDN,COH BOR 1953 Circular 12.19 0.30 0.30 LC LC ML S5 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML S6 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML S7 LDN,COH BOR 1953 Circular 12.19 0.36 0.36 NOFR,LC LC ML R33_02 T.A LDN,COH DRI_C 1953 Square 8.53 0.30 0.30 LC LC ML T.B LDN,COH DRI_C 1953 Square 4.42 0.30 0.30 LC LC ML

114

Shaft Base DINGO PILE Geology Length Base Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID ID Category (m) Geology (m) (m) T1 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML T2 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML T3 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML T4 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML R34 TP1 MMG,COH BOR 1992 Circular 28.00 0.90 0.90 NOFR,MMG MMG ML,CRP TP2 MMG,COH BOR 1992 Circular 28.81 0.90 0.90 NOFR,MMG MMG ML TP3 MMG,COH BOR 1992 Circular 30.00 0.90 0.90 NOFR,MMG MMG ML TP4 MMG,COH BOR 1992 Circular 24.35 0.90 0.90 NOFR,MMG MMG ML TP5 MMG,COH BOR 1992 Circular 30.00 0.90 0.90 NOFR,MMG MMG ML TP6 MMG,COH BOR 1992 Circular 31.55 0.90 0.90 NOFR,MMG MMG ML R35 P01 COH BOR 1982 Circular 38.50 1.53 1.53 NOFR,LMBE LMBE_C ML,CRP R37_01 TP1 LDN,COH BOR 1988 Circular 7.32 0.36 0.36 NOFR,LC LC ML TP2 LDN,COH BOR 1988 Circular 10.06 0.36 0.36 MGR,LC LC ML,CRP R37_02 TP1 LDN,COH BOR 1970 Circular 7.62 0.46 0.46 MGR,LC LC ML,CRP R37_03 TP1 LDN,COH BOR 1970 Circular 6.10 0.37 0.37 NOFR,LC LC ML,CRP R37_04 TP1 LDN,COH BOR 1970 Circular 15.86 0.44 0.44 NOFR,LC LC ML,CRP R37_05 TP1 LDN,COH BOR 1966 Circular 15.24 0.61 0.61 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1966 Circular 16.46 0.76 2.13 MGR,RTD,LC LC ML,CRP R37_06 24 / 710 LDN,COH BOR 1968 Circular 13.41 0.61 0.61 MGR,LC LC ML,CRP 29 / 2 LDN,COH BOR 1968 Circular 12.80 0.61 0.61 NOFR,LC LC ML,CRP 954 / 25 LDN,COH BOR 1968 Circular 12.15 0.61 0.61 NOFR,LC LC ML B10 LDN,COH BOR 1968 Circular 14.63 0.61 0.61 NOFR,LC LC ML,CRP B11 LDN,COH BOR 1968 Circular 14.02 0.76 0.76 NOFR,LC LC ML B12 LDN,COH BOR 1968 Circular 13.41 0.76 0.76 MGR,LC LC ML,CRP B4 LDN,COH BOR 1968 Circular 12.20 0.61 0.61 MGR,LC LC ML,CRP B5 LDN,COH BOR 1968 Circular 13.72 0.61 0.61 MGR,LC LC ML,CRP B6 LDN,COH BOR 1968 Circular 9.14 0.61 0.61 MGR,LC LC ML,CRP B7 LDN,COH BOR 1968 Circular 7.01 0.61 0.61 MGR,LC LC ML,CRP B8 LDN,COH BOR 1968 Circular 9.46 0.61 0.61 MGR,LC LC ML,CRP B9 LDN,COH BOR 1968 Circular 11.28 0.61 0.61 MGR,LC LC ML R37_07 TP1 LDN,COH BOR 1968 Circular 15.60 0.76 0.76 MGR,RTD,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 15.25 0.76 1.52 MGR,RTD,LC LC ML,CRP R37_08 TP1 LDN,COH BOR 1968 Circular 20.33 0.61 0.61 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 19.22 0.61 0.61 MGR,LC LC ML,CRP R37_09 TP1 LDN,COH BOR 1972 Circular 10.62 0.45 0.45 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1972 Circular 9.00 0.45 0.45 MGR,LC LC ML,CRP TP3 LDN,COH BOR 1972 Circular 11.00 0.45 0.45 MGR,LC LC ML,CRP TP4 LDN,COH BOR 1972 Circular 14.00 0.45 0.45 MGR,LC LC ML,CRP

115

Shaft Base DINGO PILE Geology Length Base Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID ID Category (m) Geology (m) (m) TP5 LDN,COH BOR 1972 Circular 13.00 0.45 0.45 MGR,LC LC ML,CRP TP6 LDN,COH BOR 1972 Circular 10.00 0.45 0.45 MGR,LC LC ML,CRP R37_10 P1 LDN,COH BOR 1972 Circular 24.20 0.61 0.61 MGR,LC,LMBE LMBE ML,CRP P2 LDN,COH BOR 1972 Circular 21.83 0.61 0.61 MGR,LC LC ML,CRP P4 LDN,COH BOR 1972 Circular 18.34 0.61 0.61 MGR,LC LC ML,CRP P5 LDN,COH BOR 1972 Circular 22.80 0.61 0.61 MGR,LC LC ML,CRP P6 LDN,COH BOR 1972 Circular 21.20 0.61 0.61 MGR,LC LC ML,CRP R37_11 TP1 LDN,COH BOR 1971 Circular 16.50 0.46 0.46 MGR,RTD,LC LC ML,CRP TP2 LDN,COH BOR 1971 Circular 18.59 0.46 0.46 MGR,RTD,LC LC ML,CRP R37_12 TP1 LDN,COH BOR 1968 Circular 13.41 0.91 2.08 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 14.94 0.91 0.91 MGR,LC LC ML,CRP R37_13 TP1 LDN,COH BOR 1969 Circular 15.16 0.61 0.61 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 8.50 0.61 0.61 MGR,LC LC ML,CRP R37_14 4138 LDN,COH BOR 1969 Circular 18.59 0.61 0.61 MGR,LC LC ML TP1 LDN,COH BOR 1969 Circular 19.81 0.61 0.61 ALV,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 15.24 0.46 0.46 MGR,LC LC ML,CRP R37_15 TP1 LDN,COH BOR 1969 Circular 19.51 0.76 0.76 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 19.51 0.61 0.61 NOFR,LC LC ML,CRP TP3 LDN,COH BOR 1969 Circular 15.24 0.61 0.61 NOFR,LC LC ML,CRP R38 MC1 LDN,COH CFA 2013 Circular 9.50 0.45 0.45 LC LC ML MC2 LDN,COH CFA 2013 Circular 9.50 0.45 0.45 LC LC ML T13 LDN,COH CFA 2013 Circular 7.00 0.40 0.40 LC LC ML T14 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T15 LDN,COH CFA 2013 Circular 7.00 0.40 0.40 LC LC ML T16 LDN,COH BOR 2013 Circular 10.00 0.30 0.30 LC LC ML T30 LDN,COH MISC 2013 Circular 7.00 0.30/0.60 0.30/0.60 LC LC ML T33 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T34 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T35 LDN,COH MISC 2013 Circular 9.00 0.30 0.30 LC LC ML T36 LDN,COH MISC 2013 Circular 7.00 0.30 0.30 LC LC ML T40 LDN,COH BOR 2013 Circular 7.00 0.30 0.30 LC LC ML T46 LDN,COH BOR 2013 Circular 5.80 0.30 0.30 LC LC ML T47 LDN,COH BOR 2013 Circular 5.80 0.30 0.30 LC LC ML TP1 LDN,COH DRI_C 2013 Circular 10.00 0.28 0.28 LC LC ML TP2 LDN,COH DRI_C 2013 Circular 10.00 0.28 0.28 LC LC ML R44 S1 LDN,COH BOR 2001 Circular 39.00 1.05 1.05 NOFR,LC LC CRP R45 A LDN,COH BOR 1966 Circular 12.19 0.79 1.68 NOFR,LC LC ML,CRP D LDN,COH BOR 1966 Circular 9.30 0.64 0.64 NOFR,LC LC ML,CRP

116

Shaft Base DINGO PILE Geology Length Base Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID ID Category (m) Geology (m) (m) E LDN,COH BOR 1966 Circular 9.24 0.63 1.22 NOFR,LC LC ML,CRP F LDN,COH BOR 1966 Circular 12.16 0.63 1.22 NOFR,LC LC ML,CRP G LDN,COH BOR 1966 Circular 9.39 0.77 0.77 NOFR,LC LC ML,CRP H LDN,COH BOR 1966 Circular 12.22 0.77 0.77 NOFR,LC LC ML,CRP K LDN,COH BOR 1966 Circular 15.21 0.80 0.80 NOFR,LC LC ML,CRP L LDN,COH BOR 1966 Circular 9.54 0.77 1.68 NOFR,LC LC ML,CRP M LDN,COH BOR 1966 Circular 16.00 0.77 1.68 NOFR,LC LC ML,CRP N LDN,COH BOR 1966 Circular 15.24 0.94 0.94 NOFR,LC LC ML,CRP P LDN,COH BOR 1966 Circular 16.25 0.94 1.85 NOFR,LC LC ML,CRP X LDN,COH BOR 1966 Circular 7.92 NOFR,LC LC ML,CRP R46 PT01 LDN,COH BOR 1993 Circular 12.10 0.75 0.75 MGR,LC LC ML,CRP

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TableIII_6. Pile test data records primarily in Granular deposits.

Shaft Base Geology Length Base Pile Test DINGO ID PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Category (m) Geology Types (m) (m) D05 P1 GRA BOR 1982 Circular 24.20 0.75 0.75 NOFR,CRAG CRAG P2 GRA BOR 1982 Circular 24.60 0.75 0.75 NOFR,CRAG CRAG ML,CRP D17 CE25 GRA,SUPD BOR 1970 Circular 15.24 0.48 0.48 ALV ALV ML CE26 LDN,GRA,SUPD BOR 1970 Circular 16.35 0.48 0.48 ALV,TAB TAB ML D20 21A GRA DRI_C 1951 Square 9.15 0.36 0.36 MGR,TFD TFD ML D30 TP1 CHK,GRA,SUPD BOR 1970 Circular 18.60 0.48 0.48 RTD,WHCK WHCK ML D37 TP2 GRA,SUPD BOR 1970 Circular 7.30 0.46 0.46 MGR,RTD RTD ML D43 16 GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML 60 GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML trial pile GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML R06 P01 LDN,GRA BOR 1999 Circular 18.30 0.95 0.95 NOFR,LMBE,TAB TAB ML R40_01 1-1 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML 1-2 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML 1-3 LDN,GRA BOR 1989 Circular 25.60 1.50 1.50 TAB TAB ML R40_02 2 LDN,GRA BOR 1989 Circular 25.40 0.90 0.90 TAB TAB ML R40_03 3-1 LDN,GRA BOR 1989 Circular 22.60 1.50 1.50 TAB TAB ML 3-2 LDN,GRA BOR 1989 Circular 22.70 1.50 1.50 TAB TAB ML R40_04 5-1 LDN,GRA BOR 1989 Circular 25.00 0.90 0.90 TAB TAB ML 5-2 LDN,GRA BOR 1989 Circular 25.00 0.90 0.90 TAB TAB ML 5-3 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML R40_05 6-1 LDN,GRA BOR 1989 Circular 28.50 0.75 0.75 TAB TAB ML 6-2 LDN,GRA BOR 1989 Circular 28.30 0.75 0.75 TAB TAB ML 6-3 LDN,GRA BOR 1989 Circular 31.50 0.90 0.90 TAB TAB ML 6-4 LDN,GRA BOR 1989 Circular 31.50 0.90 0.90 TAB TAB ML 6-5 LDN,GRA BOR 1989 Circular 30.40 0.90 0.90 TAB TAB ML 7-1 LDN,GRA BOR 1989 Circular 27.30 0.90 0.90 NOFR,TAB TAB ML 7-2 LDN,GRA BOR 1989 Circular 29.00 0.90 0.90 TAB TAB ML 7-3 LDN,GRA BOR 1989 Circular 29.50 0.90 0.90 TAB TAB ML R42 TP14 GRA,SUPD MISC 2003 Circular 16.00 0.29 0.29 ALV ALV ML TP75 GRA,SUPD MISC 2003 Circular 17.00 0.43 0.43 ALV,RTD RTD ML R43 P01 LDN,GRA BOR 1989 Circular 28.03 1.20 1.20 NOFR,LMBE,TAB TAB ML R48 P01 LDN,GRA BOR 2005 Circular 56.00 0.90 0.90 NOFR,LMBE,TAB TAB ML

118

119

Appendix IV: Pile test data records by pile type

In this section the DINGO database pile test data records are summarised in tabulated format (Tables IV_1-IV_5) by pile type as described in Section 4.2.

TableIV_1. Pile test data records for Bored piles.

Shaft Base DINGO PILE Geology Length Base Pile Test Pile Type Year Shape Dimension Dimension Shaft Geology ID ID Category (m) Geology Types (m) (m) D04_01 17 COH BOR 1978 Circular 12.10 0.50 0.50 GLT GLT ML 54 COH BOR 1978 Circular 16.10 0.50 0.50 GLT GLT ML D04_02 NA4 COH BOR 1978 Circular 25.00 0.50 0.50 GLT GLT ML D04_03 A10/1 COH BOR 1978 Circular 22.50 0.50 0.50 MGR,GLT GLT ML P2/1 COH BOR 1978 Circular 21.23 0.50 0.50 MGR,GLT GLT ML D04_04 C41 BOR 1978 Circular 16.23 0.50 0.50 UKN ML D04_05 B17 BOR 1978 Circular 24.75 0.50 0.50 UKN ML D04_06 NA4 COH BOR 1978 Circular 26.25 0.50 0.50 MGR,GLT GLT ML SC1 COH BOR 1978 Circular 25.00 0.50 0.50 GLT GLT ML D04_07 SA4 COH BOR 1978 Circular 26.10 0.50 0.50 HEAD,GLT GLT ML D04_08 N06 BOR 1978 Circular 16.10 0.50 0.50 UKN ML D04_09 CSA4 COH BOR 1978 Circular 25.20 0.50 0.50 GLT GLT ML D05 P1 GRA BOR 1982 Circular 24.20 0.75 0.75 NOFR,CRAG CRAG P2 GRA BOR 1982 Circular 24.60 0.75 0.75 NOFR,CRAG CRAG ML,CRP D07_01 PT01 COH BOR 2018 Circular 22.30 0.90 0.90 MGR,AMC AMC ML D07_02 PT02 COH BOR 2018 Circular 23.90 0.90 0.90 HEAD,OXC OXC ML D07_03 PT03 BOR 2018 Circular 17.25 0.90 0.90 MGR,RTD,GLT,LGS LGS ML D07_04 PT04 COH BOR 2018 Circular 30.30 1.80 1.80 MGR,TILL,OXC OXC ML D07_05 PT05 COH,SUPD BOR 2018 Circular 22.80 0.90 0.90 RTD,TILL TILL ML D07_06 PT06 COH BOR 2018 Circular 15.30 1.20 1.20 MGR,ALV,RTD,OXC OXC ML D07_07 PT07 COH BOR 2018 Circular 24.05 0.90 0.90 MGR,TILL,OXC OXC ML D07_08 PT08 COH BOR 2018 Circular 25.10 0.90 0.90 MGR,KC,AMC AMC ML D10 E14-01 COH BOR 2000 Circular 17.50 0.60 0.60 MGR,TILL,PUCM PUCM ML E3-02 COH BOR 2000 Circular 19.50 0.60 0.60 MGR,TILL,PUCM PUCM ML N18-02 COH BOR 2000 Circular 21.60 0.60 0.60 MGR,TILL,PUCM PUCM ML N2-01 COH BOR 2000 Circular 17.80 0.60 0.60 MGR,TILL,PUCM PUCM ML

120

Shaft Base DINGO PILE Geology Length Base Pile Test Pile Type Year Shape Dimension Dimension Shaft Geology ID ID Category (m) Geology Types (m) (m) N6-01 COH BOR 2000 Circular 20.00 0.60 0.60 MGR,TILL,PUCM PUCM ML R5-19 COH BOR 2000 Circular 20.80 0.90 0.90 MGR,TILL,PUCM PUCM ML R5-30 COH BOR 2000 Circular 18.40 0.90 0.90 MGR,TILL,PUCM PUCM ML S5-01 COH BOR 2000 Circular 18.40 0.60 0.60 MGR,TILL,PUCM PUCM ML W13-01 COH BOR 2000 Circular 14.80 0.60 0.60 TILL,PUCM PUCM ML W2-02 COH BOR 2000 Circular 14.10 0.60 0.60 TILL,PUCM PUCM ML WR-02- COH BOR 2000 Circular 17.20 0.60 0.60 MGR,TILL,PUCM PUCM ML 05 D11 P1 BOR 1954 Circular 7.92 0.38 0.38 MGR,ALV,RTD RTD ML D12 P1 BOR 1968 Circular 11.28 0.48 0.48 UKN UKN T16 BOR 1968 Circular 14.02 0.41 0.41 UKN UKN D13 1 BOR 1945 Circular 12.37 0.41 0.41 MGR,ALV,LMBE LMBE_G ML 2 BOR 1945 Circular 12.37 0.41 0.41 MGR,ALV,LMBE LMBE_G ML 3 BOR 1945 Circular 12.37 0.41 0.41 MGR,ALV,LMBE LMBE_G ML D14 1 SUPD BOR 0 Circular 5.64 0.38 0.38 MGR,ALV,RTD RTD ML D15 test pile SUPD BOR 1976 Circular 8.50 0.61 0.61 MGR,ALV,RTD RTD ML D16 16 LDN BOR 1950 Circular 8.60 0.41 0.41 MGR,RTD,ALV,LC LC ML 24 LDN BOR 1950 Circular 8.60 0.41 0.41 MGR,RTD,ALV,LC LC ML 36 BOR 1950 Circular 4.35 0.41 0.41 MGR,RTD RTD ML 38 BOR 1950 Circular 4.35 0.41 0.41 MGR,RTD RTD ML 4 BOR 1950 Circular 5.11 0.41 0.41 MGR,RTD RTD ML 41 BOR 1950 Circular 4.35 0.41 0.41 MGR,RTD RTD ML D17 CE25 GRA,SUPD BOR 1970 Circular 15.24 0.48 0.48 ALV ALV ML CE26 LDN,GRA,SUPD BOR 1970 Circular 16.35 0.48 0.48 ALV,TAB TAB ML CW25 SUPD BOR 1970 Circular 7.50 0.48 0.48 MGR,ALV,RTD RTD ML D19 1 BOR 1966 Circular 6.10 0.53 0.53 TOP,MGR,TPGR TPGR ML 21 BOR 1966 Circular 5.50 0.45 0.45 MGR,ALV,TPGR TPGR ML D21 P01 COH,SUPD BOR 1955 Circular 13.00 0.38 0.38 MGR,ALV ALV ML D22 1 BOR 0 Circular 5.70 0.45 0.45 MGR,RTD RTD ML 2 BOR 0 Circular 5.00 0.45 0.45 MGR,RTD RTD ML 3 BOR 0 Circular 5.00 0.45 0.45 MGR,RTD RTD ML D23 TP1 BOR 1969 Circular 14.63 0.40 0.40 MGR,ALV,RTD RTD ML TP2 BOR 1969 Circular 13.90 0.40 0.40 ALV,RTD RTD ML D24 1A BOR 1967 Circular 6.10 0.53 0.53 MGR MGR ML 1B BOR 1967 Circular 6.10 0.53 0.53 MGR MGR ML 9E BOR 1967 Circular 5.20 0.53 0.53 MGR MGR ML 9F BOR 1967 Circular 5.20 0.53 0.53 MGR MGR ML TP1 BOR 1967 Circular 6.70 0.46 0.46 MGR,RTD RTD ML

121

Shaft Base DINGO PILE Geology Length Base Pile Test Pile Type Year Shape Dimension Dimension Shaft Geology ID ID Category (m) Geology Types (m) (m) TP2 BOR 1967 Circular 5.80 0.53 0.53 MGR MGR ML D25 1 BOR 1973 Circular 4.50 0.60 0.60 MGR,RTD RTD ML 2 BOR 1973 Circular 4.70 0.60 0.60 MGR,RTD RTD ML D26 21 COH,SUPD BOR 1952 Circular 4.30 0.60 0.60 ALV,RTD RTD ML D27 AT721 SUPD BOR 1967 Circular 12.50 0.48 0.48 ALV,RTD RTD D28 25/1 BOR 1967 Circular 15.40 0.40 0.40 UKN ML 25/95 BOR 1967 Circular 15.20 0.45 0.45 UKN ML 25A/1 BOR 1967 Circular 13.40 0.40 0.40 UKN ML 25A/30 BOR 1967 Circular 12.20 0.45 0.45 UKN ML 50/1 BOR 1967 Circular 13.70 0.40 0.40 UKN ML 50/2 BOR 1967 Circular 12.30 0.40 0.40 UKN ML 50/3 BOR 1967 Circular 12.30 0.40 0.40 UKN ML 50/4 BOR 1967 Circular 14.90 0.46 0.46 UKN ML 50/73 BOR 1967 Circular 15.80 0.53 0.53 UKN 6/1 BOR 1967 Circular 10.70 0.40 0.40 UKN ML 6/G2 BOR 1967 Circular 10.40 0.40 0.40 UKN ML D29 1 BOR 1958 Circular 6.10 0.25 0.25 ALV,LMBE LMBE_G ML D30 TP1 CHK,GRA,SUPD BOR 1970 Circular 18.60 0.48 0.48 RTD,WHCK WHCK ML TP2 CHK BOR 1970 Circular 15.50 0.48 0.48 MGR,RTD,LMBE,WHCK WHCK ML D31 120 SUPD BOR 1964 Circular 12.60 0.45 0.45 MGR,ALV ALV ML 197 SUPD BOR 1964 Circular 14.00 0.45 0.45 MGR,ALV ALV ML 2 SUPD BOR 1964 Circular 11.40 0.60 0.60 MGR,ALV ALV ML 236 SUPD BOR 1964 Circular 14.10 0.45 0.45 MGR,ALV ALV ML 24 SUPD BOR 1964 Circular 12.00 0.45 0.45 MGR,ALV ALV ML 257 BOR 1964 Circular 13.10 0.45 0.45 MGR,ALV ALV ML 3 SUPD BOR 1964 Circular 12.20 0.60 0.60 MGR,ALV ALV ML,CRP 46 SUPD BOR 1964 Circular 12.00 0.45 0.45 MGR,ALV ALV ML,CRP 4A SUPD BOR 1964 Circular 15.10 0.60 0.60 MGR,ALV ALV ML,CRP 8 SUPD BOR 1964 Circular 13.70 0.45 0.45 MGR,ALV ALV CRP 97 SUPD BOR 1964 Circular 11.90 0.45 0.45 MGR,ALV ALV ML,CRP D32 AT121 SUPD BOR 1967 Circular 12.50 0.48 0.48 ALV ALV ML D33 1 SUPD BOR 1953 Circular 7.62 0.38 0.38 MGR,ALV,RTD RTD ML 2 BOR 1953 Circular 7.62 0.38 0.38 MGR,ALV,RTD RTD ML 3 BOR 1953 Circular 7.62 0.38 0.38 MGR,ALV,RTD RTD ML D36 1 BOR 1950 Circular 5.50 0.46 0.46 MGR,ALV,RTD RTD ML 3 SUPD BOR 1950 Circular 5.40 0.46 0.46 MGR,ALV,RTD RTD ML 35 BOR 1950 Circular 4.50 0.46 0.46 MGR,ALV ALV ML D37 TP1 BOR 1970 Circular 6.70 0.46 0.46 MGR,RTD RTD ML

122

Shaft Base DINGO PILE Geology Length Base Pile Test Pile Type Year Shape Dimension Dimension Shaft Geology ID ID Category (m) Geology Types (m) (m) TP2 GRA,SUPD BOR 1970 Circular 7.30 0.46 0.46 MGR,RTD RTD ML D41 P1 SUPD BOR 1947 Square 9.14 0.30 0.30 MGR,ALV,RTD RTD ML P2 SUPD BOR 1947 Square 9.14 0.36 0.36 MGR,ALV,RTD RTD ML P3 SUPD BOR 1947 Square 10.67 0.36 0.36 MGR,ALV,RTD RTD ML P4 SUPD BOR 1947 Square 10.67 0.30 0.30 MGR,ALV,RTD RTD ML P5 SUPD BOR 1947 Square 9.14 0.25 0.25 MGR,ALV,RTD RTD ML P6 SUPD BOR 1947 Square 9.14 0.25 0.25 MGR,ALV,RTD RTD ML D44 PTP1 BOR 2006 Circular 10.20 0.46 0.46 MGR,HEHI HEHI_FIS ML R01_01 WBD1 LDN,COH BOR 2008 Circular 15.20 0.40 0.40 MGR,ALV,LC LC ML WBD2 LDN,COH BOR 2008 Circular 16.00 0.40 0.40 MGR,ALV,LC LC ML R01_02 CBD LDN,COH BOR 2008 Circular 18.00 0.40 0.40 MGR,LC LC ML R02 PT01 LDN,COH BOR 2012 Circular 53.80 1.20 1.20 NOFR,LC,LMBE,TAB TAB ML R05 A COH,SUPD BOR 2001 Circular 12.55 0.60 0.60 NOFR,BOC BOC UKN,CRP,ML R06 P01 LDN,GRA BOR 1999 Circular 18.30 0.95 0.95 NOFR,LMBE,TAB TAB ML R08 P01 BOR 1975 Circular 8.70 1.06 1.06 MGR,EN EN ML R11 P1 MMG,COH BOR 1996 Circular 9.07 1.35 1.35 MGR,TILL,MMG MMG ML P2 MMG,COH BOR 1996 Circular 6.10 1.05 1.05 MGR,TILL,MMG MMG ML P3 MMG,COH BOR 1996 Circular 9.30 0.75 0.75 MGR,TILL,MMG MMG ML Tripod MMG,COH BOR 1996 Circular 6.20 0.30 0.30 MGR,TILL,MMG MMG ML R12 P1 MMG,COH BOR 1984 Circular 13.60 0.75 0.75 MGR,MMG MMG ML P2 MMG,COH BOR 1984 Circular 18.80 0.60 0.60 MGR,MMG MMG ML R13_01 A MMG BOR 1973 6.70 0.40 0.40 NOFR,UKN MMG CRP B MMG BOR 1973 6.70 0.40 0.40 MGR,MMG MMG CRP R14 10 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 11 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 12 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 13 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 7 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML 8 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 9 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP R15 P1 MMG,COH BOR 1971 Circular 16.80 0.76 0.76 MGR,MMG MMG UKN P2 MMG,COH BOR 1971 Circular 18.30 0.81 0.81 MGR,MMG MMG UKN R17 A51 LDN,COH BOR 1954 Circular 10.55 0.61 0.61 LC LC ML B33 LDN,COH BOR 1954 Circular 7.01 0.61 0.61 LC LC ML B5 LDN,COH BOR 1954 Circular 10.39 0.46 0.46 LC LC ML R18 PT01 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT02 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT03 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML

123

Shaft Base DINGO PILE Geology Length Base Pile Test Pile Type Year Shape Dimension Dimension Shaft Geology ID ID Category (m) Geology Types (m) (m) PT04 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT05 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT06 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT07 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT08 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML R21 C408 COH,SUPD BOR 1995 Circular 17.50 0.45 0.45 TILL TILL UKN C541 COH,SUPD BOR 1995 Circular 18.50 0.45 0.45 TILL TILL UKN J103 BOR 1995 Circular 16.50 0.90 0.90 UKN UKN J139 BOR 1995 Circular 22.00 0.45 0.45 UKN UKN TP1 MMG,COH BOR 1995 Circular 24.27 0.75 0.75 MMG MMG UKN TP3 MMG,COH BOR 1995 Circular 11.51 0.75 0.75 TILL,MMG MMG UKN TP7 COH,SUPD BOR 1995 Circular 20.50 0.45 0.45 TILL TILL UKN R24_01 P1 COH BOR 1989 Circular 21.50 0.90 0.90 NOFR,MMG MMG_HW ML R24_02 Test1 MMG,COH BOR 1989 Circular 26.00 0.79 0.79 NOFR,MMG MMG UKN Test2 MMG,COH BOR 1989 Circular 26.00 0.79 0.79 NOFR,MMG MMG UKN R24_03 2W MMG BOR 1989 Circular 20.50 1.35 1.35 MGR,MMG MMG UKN 3W MMG BOR 1989 Circular 23.80 1.35 1.35 MGR,MMG MMG UKN 4W MMG BOR 1989 Circular 20.50 1.35 1.35 MGR,MMG MMG UKN TEST2 MMG,COH BOR 1989 Circular 23.00 1.05 1.05 NOFR,MMG MMG UKN TEST3 MMG,COH BOR 1989 Circular 21.00 1.05 1.05 NOFR,MGR,MMG MMG UKN TEST4 MMG,COH BOR 1989 Circular 21.00 1.05 1.05 NOFR,MMG MMG UKN R24_04 Test1 MMG,COH BOR 1989 Circular 34.00 0.90 0.90 NOFR,MMG MMG UKN Test2 MMG,COH BOR 1989 Circular 34.00 1.30 1.30 NOFR,MMG MMG UKN Test3 MMG,COH BOR 1989 Circular 27.00 0.90 0.90 NOFR,MMG MMG UKN Test4 MMG,COH BOR 1989 Circular 30.00 0.90 0.90 NOFR,MMG MMG UKN R25 B1 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML P1 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML P2 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML R27 A MMG,COH BOR 1976 Circular 13.39 0.74 0.74 NOFR,MMG MMG CRP B MMG,COH BOR 1976 Circular 16.03 0.74 0.74 NOFR,MMG MMG ML C MMG,COH BOR 1976 Circular 16.68 0.74 0.74 NOFR,MMG MMG CRP,ML R30 Solid pile CHK BOR 1976 Circular 27.20 1.05 1.05 MGR,ALV,RTD,WHCK WHCK ML Voided CHK BOR 1976 Circular 27.28 1.05 1.05 MGR,ALV,RTD,WHCK WHCK ML pile R31 P1 LDN,COH BOR 2013 Circular 37.50 0.75 0.75 MGR,RTD,LC LC ML R32 Hollow LDN,COH BOR 2014 Circular 27.00 1.20 1.20 MGR,LC LC ML Pile Solid LDN,COH BOR 2014 Circular 27.00 1.20 1.20 MGR,LC LC ML

124

Shaft Base DINGO PILE Geology Length Base Pile Test Pile Type Year Shape Dimension Dimension Shaft Geology ID ID Category (m) Geology Types (m) (m) Pile R33_01 S1 LDN,COH BOR 1953 Circular 6.10 0.30 0.30 LC LC ML S2 LDN,COH BOR 1953 Circular 9.14 0.30 0.30 LC LC ML S3 LDN,COH BOR 1953 Circular 9.14 0.30 0.30 NOFR,LC LC ML S4 LDN,COH BOR 1953 Circular 12.19 0.30 0.30 LC LC ML S5 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML S6 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML S7 LDN,COH BOR 1953 Circular 12.19 0.36 0.36 NOFR,LC LC ML R33_02 T1 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML T2 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML T3 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML T4 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML R34 TP1 MMG,COH BOR 1992 Circular 28.00 0.90 0.90 NOFR,MMG MMG ML,CRP TP2 MMG,COH BOR 1992 Circular 28.81 0.90 0.90 NOFR,MMG MMG ML TP3 MMG,COH BOR 1992 Circular 30.00 0.90 0.90 NOFR,MMG MMG ML TP4 MMG,COH BOR 1992 Circular 24.35 0.90 0.90 NOFR,MMG MMG ML TP5 MMG,COH BOR 1992 Circular 30.00 0.90 0.90 NOFR,MMG MMG ML TP6 MMG,COH BOR 1992 Circular 31.55 0.90 0.90 NOFR,MMG MMG ML R35 P01 COH BOR 1982 Circular 38.50 1.53 1.53 NOFR,LMBE LMBE_C ML,CRP P02 BOR 1982 Circular 36.20 1.05 1.05 NOFR,LMBE LMBE_C ML R36 PT01 LDN BOR 2015 Circular 64.00 0.90 0.90 NOFR,LMBE,TAB TAB ML R37_01 TP1 LDN,COH BOR 1988 Circular 7.32 0.36 0.36 NOFR,LC LC ML TP2 LDN,COH BOR 1988 Circular 10.06 0.36 0.36 MGR,LC LC ML,CRP R37_02 TP1 LDN,COH BOR 1970 Circular 7.62 0.46 0.46 MGR,LC LC ML,CRP R37_03 TP1 LDN,COH BOR 1970 Circular 6.10 0.37 0.37 NOFR,LC LC ML,CRP R37_04 TP1 LDN,COH BOR 1970 Circular 15.86 0.44 0.44 NOFR,LC LC ML,CRP R37_05 TP1 LDN,COH BOR 1966 Circular 15.24 0.61 0.61 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1966 Circular 16.46 0.76 2.13 MGR,RTD,LC LC ML,CRP R37_06 24 / 710 LDN,COH BOR 1968 Circular 13.41 0.61 0.61 MGR,LC LC ML,CRP 29 / 2 LDN,COH BOR 1968 Circular 12.80 0.61 0.61 NOFR,LC LC ML,CRP 954 / 25 LDN,COH BOR 1968 Circular 12.15 0.61 0.61 NOFR,LC LC ML B10 LDN,COH BOR 1968 Circular 14.63 0.61 0.61 NOFR,LC LC ML,CRP B11 LDN,COH BOR 1968 Circular 14.02 0.76 0.76 NOFR,LC LC ML B12 LDN,COH BOR 1968 Circular 13.41 0.76 0.76 MGR,LC LC ML,CRP B4 LDN,COH BOR 1968 Circular 12.20 0.61 0.61 MGR,LC LC ML,CRP B5 LDN,COH BOR 1968 Circular 13.72 0.61 0.61 MGR,LC LC ML,CRP B6 LDN,COH BOR 1968 Circular 9.14 0.61 0.61 MGR,LC LC ML,CRP B7 LDN,COH BOR 1968 Circular 7.01 0.61 0.61 MGR,LC LC ML,CRP

125

Shaft Base DINGO PILE Geology Length Base Pile Test Pile Type Year Shape Dimension Dimension Shaft Geology ID ID Category (m) Geology Types (m) (m) B8 LDN,COH BOR 1968 Circular 9.46 0.61 0.61 MGR,LC LC ML,CRP B9 LDN,COH BOR 1968 Circular 11.28 0.61 0.61 MGR,LC LC ML R37_07 TP1 LDN,COH BOR 1968 Circular 15.60 0.76 0.76 MGR,RTD,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 15.25 0.76 1.52 MGR,RTD,LC LC ML,CRP R37_08 TP1 LDN,COH BOR 1968 Circular 20.33 0.61 0.61 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 19.22 0.61 0.61 MGR,LC LC ML,CRP R37_09 TP1 LDN,COH BOR 1972 Circular 10.62 0.45 0.45 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1972 Circular 9.00 0.45 0.45 MGR,LC LC ML,CRP TP3 LDN,COH BOR 1972 Circular 11.00 0.45 0.45 MGR,LC LC ML,CRP TP4 LDN,COH BOR 1972 Circular 14.00 0.45 0.45 MGR,LC LC ML,CRP TP5 LDN,COH BOR 1972 Circular 13.00 0.45 0.45 MGR,LC LC ML,CRP TP6 LDN,COH BOR 1972 Circular 10.00 0.45 0.45 MGR,LC LC ML,CRP R37_10 P1 LDN,COH BOR 1972 Circular 24.20 0.61 0.61 MGR,LC,LMBE LMBE ML,CRP P2 LDN,COH BOR 1972 Circular 21.83 0.61 0.61 MGR,LC LC ML,CRP P4 LDN,COH BOR 1972 Circular 18.34 0.61 0.61 MGR,LC LC ML,CRP P5 LDN,COH BOR 1972 Circular 22.80 0.61 0.61 MGR,LC LC ML,CRP P6 LDN,COH BOR 1972 Circular 21.20 0.61 0.61 MGR,LC LC ML,CRP R37_11 TP1 LDN,COH BOR 1971 Circular 16.50 0.46 0.46 MGR,RTD,LC LC ML,CRP TP2 LDN,COH BOR 1971 Circular 18.59 0.46 0.46 MGR,RTD,LC LC ML,CRP R37_12 TP1 LDN,COH BOR 1968 Circular 13.41 0.91 2.08 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 14.94 0.91 0.91 MGR,LC LC ML,CRP R37_13 TP1 LDN,COH BOR 1969 Circular 15.16 0.61 0.61 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 8.50 0.61 0.61 MGR,LC LC ML,CRP R37_14 4138 LDN,COH BOR 1969 Circular 18.59 0.61 0.61 MGR,LC LC ML A LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP B LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP C LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP TP1 LDN,COH BOR 1969 Circular 19.81 0.61 0.61 ALV,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 15.24 0.46 0.46 MGR,LC LC ML,CRP TP3 LDN BOR 1969 Circular 13.72 0.46 0.46 MGR,LC LC ML,CRP R37_15 TP1 LDN,COH BOR 1969 Circular 19.51 0.76 0.76 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 19.51 0.61 0.61 NOFR,LC LC ML,CRP TP3 LDN,COH BOR 1969 Circular 15.24 0.61 0.61 NOFR,LC LC ML,CRP R38 T16 LDN,COH BOR 2013 Circular 10.00 0.30 0.30 LC LC ML T40 LDN,COH BOR 2013 Circular 7.00 0.30 0.30 LC LC ML T46 LDN,COH BOR 2013 Circular 5.80 0.30 0.30 LC LC ML T47 LDN,COH BOR 2013 Circular 5.80 0.30 0.30 LC LC ML R40_01 1-1 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML

126

Shaft Base DINGO PILE Geology Length Base Pile Test Pile Type Year Shape Dimension Dimension Shaft Geology ID ID Category (m) Geology Types (m) (m) 1-2 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML 1-3 LDN,GRA BOR 1989 Circular 25.60 1.50 1.50 TAB TAB ML R40_02 2 LDN,GRA BOR 1989 Circular 25.40 0.90 0.90 TAB TAB ML R40_03 3-1 LDN,GRA BOR 1989 Circular 22.60 1.50 1.50 TAB TAB ML 3-2 LDN,GRA BOR 1989 Circular 22.70 1.50 1.50 TAB TAB ML R40_04 5-1 LDN,GRA BOR 1989 Circular 25.00 0.90 0.90 TAB TAB ML 5-2 LDN,GRA BOR 1989 Circular 25.00 0.90 0.90 TAB TAB ML 5-3 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML R40_05 6-1 LDN,GRA BOR 1989 Circular 28.50 0.75 0.75 TAB TAB ML 6-2 LDN,GRA BOR 1989 Circular 28.30 0.75 0.75 TAB TAB ML 6-3 LDN,GRA BOR 1989 Circular 31.50 0.90 0.90 TAB TAB ML 6-4 LDN,GRA BOR 1989 Circular 31.50 0.90 0.90 TAB TAB ML 6-5 LDN,GRA BOR 1989 Circular 30.40 0.90 0.90 TAB TAB ML 7-1 LDN,GRA BOR 1989 Circular 27.30 0.90 0.90 NOFR,TAB TAB ML 7-2 LDN,GRA BOR 1989 Circular 29.00 0.90 0.90 TAB TAB ML 7-3 LDN,GRA BOR 1989 Circular 29.50 0.90 0.90 TAB TAB ML R41 P01 BOR 1975 Circular 29.40 0.75 0.75 NOFR,LMBE LMBE_G ML P02 LDN BOR 1975 Circular 34.30 0.75 0.75 NOFR,LMBE,TAB TAB ML R43 P01 LDN,GRA BOR 1989 Circular 28.03 1.20 1.20 NOFR,LMBE,TAB TAB ML R44 S1 LDN,COH BOR 2001 Circular 39.00 1.05 1.05 NOFR,LC LC CRP R45 A LDN,COH BOR 1966 Circular 12.19 0.79 1.68 NOFR,LC LC ML,CRP D LDN,COH BOR 1966 Circular 9.30 0.64 0.64 NOFR,LC LC ML,CRP E LDN,COH BOR 1966 Circular 9.24 0.63 1.22 NOFR,LC LC ML,CRP F LDN,COH BOR 1966 Circular 12.16 0.63 1.22 NOFR,LC LC ML,CRP G LDN,COH BOR 1966 Circular 9.39 0.77 0.77 NOFR,LC LC ML,CRP H LDN,COH BOR 1966 Circular 12.22 0.77 0.77 NOFR,LC LC ML,CRP K LDN,COH BOR 1966 Circular 15.21 0.80 0.80 NOFR,LC LC ML,CRP L LDN,COH BOR 1966 Circular 9.54 0.77 1.68 NOFR,LC LC ML,CRP M LDN,COH BOR 1966 Circular 16.00 0.77 1.68 NOFR,LC LC ML,CRP N LDN,COH BOR 1966 Circular 15.24 0.94 0.94 NOFR,LC LC ML,CRP P LDN,COH BOR 1966 Circular 16.25 0.94 1.85 NOFR,LC LC ML,CRP X LDN,COH BOR 1966 Circular 7.92 NOFR,LC LC ML,CRP R46 PT01 LDN,COH BOR 1993 Circular 12.10 0.75 0.75 MGR,LC LC ML,CRP PT02 LDN BOR 1993 Circular 12.10 0.75 0.75 NOFR,LC LC ML,CRP R47 P01 LDN BOR 1989 Circular 38.20 1.20 1.20 NOFR,LMBE,TAB TAB ML R48 P01 LDN,GRA BOR 2005 Circular 56.00 0.90 0.90 NOFR,LMBE,TAB TAB ML

127

TableIV_2. Pile test data records for Driven, Concrete piles.

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) D08_01 A15 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A15-22 DRI_C 2002 Square 5.00 0.60 0.60 TOP,ALV,RTD RTD UKN A16 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A17 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A18 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A19 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A20 DRI_C 2002 Square 4.50 TOP,ALV,RTD RTD A20_S DRI_C 2002 Square 4.50 0.60 0.60 TOP,ALV,RTD RTD UKN A21 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A21_S DRI_C 2002 Square 6.00 0.60 0.60 TOP,ALV,RTD RTD UKN A22 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A7 DRI_C 2002 Square 6.00 0.60 0.60 NOFR,TOP,ALV,RTD RTD ML,UKN A9 DRI_C 2002 Square 5.00 0.60 0.60 NOFR,TOP,ALV,RTD RTD UKN D08_02 B1 COH DRI_C 2002 Square 12.00 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML,UKN B2 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B2-9 COH DRI_C 2002 Square 11.50 0.60 0.60 TOP,ALV,HEAD HEAD UKN B3 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B30 COH DRI_C 2002 Square 12.00 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML B4 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B5 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B6 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B7 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B8 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B9 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK D18 1 COH,SUPD DRI_C 1956 Square 9.80 0.25 0.25 ALV ALV ML 2 DRI_C 1956 Square 0.00 0.25 0.25 UKN ML 3 COH,SUPD DRI_C 1956 Square 10.20 0.25 0.25 MGR,TOP,ALV ALV ML 4 DRI_C 1956 Square 0.00 0.25 0.25 UKN ML 5 DRI_C 1956 Square 10.00 0.25 0.25 UKN ML D20 21A GRA DRI_C 1951 Square 9.15 0.36 0.36 MGR,TFD TFD ML 21B DRI_C 1951 Square 9.15 0.36 0.36 MGR,TFD TFD ML D34 335 SUPD DRI_C 1955 Square 7.00 0.30 0.30 ALV,RTD RTD ML 51 SUPD DRI_C 1955 Square 5.20 0.30 0.30 ALV,RTD RTD ML R03 P1 SUPD DRI_C 1948 Square 9.09 0.30 0.30 NOFR,MGR,ALV,RTD RTD ML P2 SUPD DRI_C 1948 Square 9.10 0.36 0.36 NOFR,MGR,ALV,RTD RTD ML P3 SUPD DRI_C 1948 Square 10.68 0.36 0.36 NOFR,MGR,ALV,RTD RTD ML

128

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) P4 SUPD DRI_C 1948 Square 10.70 0.30 0.30 NOFR,MGR,ALV,RTD RTD ML P5 SUPD DRI_C 1948 Square 9.14 0.25 0.25 NOFR,MGR,ALV,RTD RTD ML P6 SUPD DRI_C 1948 Square 9.11 0.25 0.25 NOFR,MGR,ALV,RTD RTD ML R13_02 A MMG,SUPD DRI_C 1973 Circular 8.76 0.50 0.50 ALV,MMG MMG UKN R19 P01 DRI_C 1986 Circular 0.00 0.60 0.60 UKN ML R21 B308 MMG,COH DRI_C 1995 Square 7.50 0.31 0.31 TILL,MMG MMG UKN C300 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.30 0.30 TILL,MMG MMG UKN C316 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.32 0.32 TILL,MMG MMG UKN C536 COH,SUPD DRI_C 1995 Square 29.00 0.54 0.54 TILL TILL UKN C618 COH,SUPD DRI_C 1995 Square 10.50 0.62 0.62 TILL TILL UKN P11 DRI_C 1995 Square 11.75 0.28 0.28 MGR,TILL TILL UKN P12 SUPD DRI_C 1995 Square 22.55 0.28 0.28 TILL TILL UKN R26_01 1 MMG DRI_C 1979 9.00 MGR,ALV,MMG MMG ML 112 MMG DRI_C 1979 Square 9.40 0.28 0.28 MGR,ALV,MMG MMG ML 2 MMG DRI_C 1979 10.00 MGR,ALV,MMG MMG ML 3 MMG DRI_C 1979 9.40 MGR,ALV,MMG MMG ML 4 MMG DRI_C 1979 10.50 MGR,ALV,MMG MMG ML 5 MMG DRI_C 1979 11.00 MGR,ALV,MMG MMG ML 6 MMG DRI_C 1979 10.50 MGR,ALV,MMG MMG ML 90 MMG DRI_C 1979 Square 9.75 0.28 0.28 MGR,ALV,MMG MMG ML R26_02 1 MMG DRI_C 1979 9.00 MGR,ALV,MMG MMG ML 1A MMG DRI_C 1979 Square 9.90 0.28 0.28 MGR,ALV,MMG MMG ML 2 MMG DRI_C 1979 8.60 MGR,ALV,MMG MMG ML 3 MMG DRI_C 1979 8.70 MGR,ALV,MMG MMG ML 4 MMG DRI_C 1979 9.90 MGR,ALV,MMG MMG ML 5 MMG DRI_C 1979 9.60 MGR,ALV,MMG MMG ML 6 MMG DRI_C 1979 11.30 MGR,ALV,MMG MMG ML 7 MMG DRI_C 1979 11.60 MGR,ALV,MMG MMG ML 8 MMG DRI_C 1979 12.70 MGR,ALV,MMG MMG ML 80 MMG DRI_C 1979 Square 12.50 0.28 0.28 MGR,ALV,MMG MMG ML R28 Bridge 130 CHK DRI_C 1971 Circular 15.20 ALV,COM,WHCK WHCK ML Bridges DRI_C 1971 Circular 0.00 UKN 131-132 E4 CHK DRI_C 1971 Circular 15.20 0.46 0.46 ALV,COM,WHCK WHCK F1 CHK DRI_C 1971 Circular 10.00 0.48 0.48 WHCK WHCK ML,CRP F2 CHK DRI_C 1971 Circular 8.50 0.43 0.43 WHCK WHCK ML,CRP G1 CHK DRI_C 1971 Circular 17.20 0.46 0.46 ALV,COM,WHCK WHCK W1 CHK DRI_C 1971 Circular 17.00 0.51 0.51 WHCK WHCK ML,CRP

129

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) W2 CHK DRI_C 1971 Circular 13.00 0.51 0.51 WHCK WHCK ML,CRP W3 CHK DRI_C 1971 Circular 9.50 0.51 0.51 WHCK WHCK ML,CRP W4 CHK DRI_C 1971 Circular 7.00 0.51 0.51 WHCK WHCK W5 CHK DRI_C 1971 Circular 17.00 0.38 0.38 WHCK WHCK W6 CHK DRI_C 1971 Circular 13.00 0.38 0.38 WHCK WHCK ML,CRP W7 CHK DRI_C 1971 Circular 9.50 0.38 0.38 WHCK WHCK ML W8 CHK DRI_C 1971 Circular 7.00 0.38 0.38 WHCK WHCK ML,CRP R33_02 T.A LDN,COH DRI_C 1953 Square 8.53 0.30 0.30 LC LC ML T.B LDN,COH DRI_C 1953 Square 4.42 0.30 0.30 LC LC ML R38 TP1 LDN,COH DRI_C 2013 Circular 10.00 0.28 0.28 LC LC ML TP2 LDN,COH DRI_C 2013 Circular 10.00 0.28 0.28 LC LC ML R39 FP CHK DRI_C 1968 15.10 0.53 0.53 WHCK WHCK ML

130

TableIV_3. Pile test data records for Driven, Steel piles.

Shaft Base DINGO Geology Length Base PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) R04 CP3fs COH DRI_S 1988 Circular 4.08 0.10 0.10 NOFR,HEAD,LC LC_R ML CP5f LDN,COH DRI_S 1988 Circular 5.92 0.10 0.10 NOFR,HEAD,LC LC ML CP6d LDN,COH DRI_S 1988 Circular 5.80 0.10 0.10 NOFR,HEAD,LC LC ML CP7do LDN,COH DRI_S 1988 Circular 5.70 0.10 0.10 NOFR,HEAD,LC LC ML R07 1 CHK DRI_S 2017 Circular 5.00 0.76 0.76 WHCK WHCK ML 2 CHK DRI_S 2017 Circular 5.00 0.76 0.76 WHCK WHCK ML R09 A LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML B LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML C LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML R11 102 COH,SUPD DRI_S 1996 Circular 7.60 0.18 0.18 NOFR,MGR,TILL TILL CASE 125 COH,SUPD DRI_S 1996 Circular 6.40 0.18 0.18 NOFR,MGR,TILL TILL CASE,CAPWAP 14 COH,SUPD DRI_S 1996 Circular 5.50 0.18 0.18 NOFR,MGR,TILL TILL CASE 148 COH,SUPD DRI_S 1996 Circular 5.50 0.18 0.18 NOFR,MGR,TILL TILL CASE 49 DRI_S 1996 Circular 5.30 0.18 0.18 NOFR,MGR,TILL TILL CASE 52 COH,SUPD DRI_S 1996 Circular 6.20 0.25 0.25 NOFR,MGR,TILL TILL CASE,CAPWAP R16 C30 COH,SUPD DRI_S 1976 H 12.80 0.31 0.31 ALV,RTD,WWYM WWYM ML H (2H H17 COH,SUPD DRI_S 1976 12.80 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) H (2T H18 COH,SUPD DRI_S 1976 13.10 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) H19(1) COH,SUPD DRI_S 1976 H 12.00 0.31 0.31 ALV,RTD WWYM ML H19(2) COH,SUPD DRI_S 1976 H 14.30 0.31 0.31 ALV,RTD,WWYM WWYM ML H (2H H29 COH,SUPD DRI_S 1976 11.20 0.31 0.31 ALV,RTD RTD ML wings) H (2T H30 COH,SUPD DRI_S 1976 12.10 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) R20 12 CHK DRI_S 1974 H 25.30 0.25 0.25 ALV,RTD,WHCK WHCK CRP 4 CHK,SUPD DRI_S 1974 H 18.06 0.31 0.31 MGR,ALV,RTD,WHCK WHCK CRP,ML 4a CHK DRI_S 1974 H 23.31 0.31 0.31 MGR,ALV,RTD,WHCK WHCK ML,CRP 5 CHK DRI_S 1974 H 23.15 0.25 0.25 MGR,ALV,RTD,WHCK WHCK ML,CRP 5a CHK DRI_S 1974 H 27.35 0.25 0.25 MGR,ALV,RTD,WHCK WHCK ML,CRP 6 CHK,SUPD DRI_S 1974 H 18.51 0.36 0.36 MGR,ALV,RTD,WHCK WHCK CRP,ML R30 Tapered HC1 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC2 CHK DRI_S 1976 29.80 MGR,ALV,RTD,WHCK WHCK ML (Circular)

131

Shaft Base DINGO Geology Length Base PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) Tapered HC3 CHK DRI_S 1976 31.10 MGR,ALV,RTD,WHCK WHCK ML (Circular) R30 Tapered HC4 CHK DRI_S 1976 25.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC5 CHK DRI_S 1976 31.30 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC6 CHK DRI_S 1976 30.00 MGR,ALV,RTD,WHCK WHCK ML,CRP (Circular) Tapered SC1 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC2 CHK DRI_S 1976 29.30 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC3 CHK DRI_S 1976 25.10 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC4 CHK DRI_S 1976 29.80 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC5 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC6 CHK DRI_S 1976 27.90 MGR,ALV,RTD,WHCK WHCK ML,CRP (Circular)

132

TableIV_4. Pile test data records for CFA piles.

Shaft Base PILE Geology Length Base DINGO ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) D06 1 CFA 1991 Circular 20.00 0.60 0.60 UKN ML,CRP 2 CFA 1991 Circular 15.00 0.60 0.60 UKN ML,CRP D08_01 NOFR,TOP,ALV, A11 CFA 2002 Circular 6.00 0.60 0.60 RTD ML RTD A23 CFA 2002 Circular 6.00 TOP,ALV, RTD RTD A23- CFA 2002 Circular 6.00 0.60 0.60 TOP,ALV, RTD RTD UKN 30 A24 CFA 2002 Circular 6.00 TOP,ALV, RTD RTD A25 CFA 2002 Circular 6.00 TOP,ALV, RTD RTD A26 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A27 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A28 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A29 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A30 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD D08_02 B11 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B11- COH CFA 2002 Circular 11.50 0.60 0.60 TOP,ALV,HEAD HEAD UKN 18 B12 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B13 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B14 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B15 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B16 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B17 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B18 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK NOFR,TOP,ALV, B20 COH CFA 2002 Circular 12.50 0.60 0.60 HEAD ML, UKN HEAD NOFR,TOP,ALV, B35 CHK CFA 2002 Circular 15.50 0.60 0.60 WHCK ML HEAD,WHCK D09 PTP1 COH CFA 2012 Circular 9.50 0.40 0.40 SUPD,BAN BAN ML PTP2 COH CFA 2012 Circular 5.90 0.40 0.40 SUPD,BAN BAN ML PTP3 COH CFA 2012 Circular 7.90 0.40 0.40 SUPD,BAN BAN ML PTP4 COH CFA 2012 Circular 10.40 0.40 0.40 SUPD,BAN BAN ML TOP,SUPD,WBY, PTP5 COH CFA 2012 Circular 7.00 0.40 0.40 BAN ML BAN D38 P01 CFA 1986 Circular 7.75 0.60 0.60 MGR,ALV,RTD RTD ML P02 CFA 1986 Circular 6.00 0.60 0.60 MGR,RTD RTD ML

133

Shaft Base PILE Geology Length Base DINGO ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) D39 1 COH,SUPD CFA 1986 Circular 4.00 0.60 0.60 MGR,RTD RTD ML D40 1 CFA 1986 Circular 5.50 0.45 0.45 MGR,ALV,RTD RTD ML D42 1 CFA 1986 Circular 4.00 0.30 0.30 MGR,ALV,RTD RTD ML D43 16 GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML 60 GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML trial GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML pile R01_01 WCF LDN,COH CFA 2008 Circular 16.20 0.40 0.40 MGR,ALV,LC LC ML A R10 C1-9 CFA 1987 Circular 0.00 0.60 0.60 UKN ML CFA1 SUPD CFA 1987 Circular 23.70 0.60 0.60 MGR,RTD RTD ML CFA2 SUPD CFA 1987 Circular 28.00 0.75 0.75 MGR,RTD RTD ML TP1-7 CFA 1987 Circular 0.00 0.60 0.60 UKN ML R11 MMG,COH, D6 03 CFA 1996 Circular 7.60 0.60 0.60 MGR,TILL,MMG MMG ML SUPD Tensio MMG,COH CFA 1996 Circular 6.80 0.75 0.75 MGR,TILL,MMG MMG ML n XAF MMG,COH CFA 1996 Circular 8.60 0.75 0.75 MGR,TILL,MMG MMG ML 02 MMG,COH,SU XO 02 CFA 1996 Circular 8.50 0.60 0.60 MGR,TILL,MMG MMG ML PD XT 14 MMG,COH CFA 1996 Circular 8.50 0.45 0.45 MGR,TILL,MMG MMG ML XU 06 MMG,COH CFA 1996 Circular 8.50 0.45 0.45 MGR,TILL,MMG MMG ML R29 T1 COH CFA 1992 Circular 9.00 0.40 0.40 NOFR,ITDU ITDU T10 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T11 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T12 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T2 COH CFA 1992 Circular 9.00 0.40 0.40 NOFR,ITDU ITDU T3 COH CFA 1992 Circular 11.15 0.40 0.40 NOFR,ITDU ITDU T4 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T5 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T6 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T7 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU CRP T8 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T9 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU R38 MC1 LDN,COH CFA 2013 Circular 9.50 0.45 0.45 LC LC ML MC2 LDN,COH CFA 2013 Circular 9.50 0.45 0.45 LC LC ML T13 LDN,COH CFA 2013 Circular 7.00 0.40 0.40 LC LC ML

134

Shaft Base PILE Geology Length Base DINGO ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) T14 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T15 LDN,COH CFA 2013 Circular 7.00 0.40 0.40 LC LC ML T33 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T34 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML

135

TableIV_5. Pile test data records for Miscellaneous piles.

Shaft Base Geology Length Base Pile Test DINGO ID PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Category (m) Geology Types (m) (m) D03 TP2 COH MISC 1978 Hexagon 37.30 TOP,HOM HOM ML D35 1 SUPD MISC 1951 Circular 15.70 0.46 0.46 MGR,ALV,RTD RTD ML 2 COH,SUPD MISC 1951 Circular 12.00 0.46 0.46 MGR,ALV,RTD RTD ML R22 GP1 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP2 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP3 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP GP4 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP5 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP6 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP GP7 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP8 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP9 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP R23 TP1 MMG MISC 1974 Circular 13.75 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP2 MMG MISC 1974 Circular 14.25 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP3 MMG MISC 1974 Circular 15.10 0.60 0.60 NOFR,UKN MMG ML TP4 MMG MISC 1974 Circular 15.40 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP6 MISC 1974 Circular 0.00 0.60 0.60 UKN ML R38 T30 LDN,COH MISC 2013 Circular 7.00 0.30/0.60 0.30/0.60 LC LC ML T35 LDN,COH MISC 2013 Circular 9.00 0.30 0.30 LC LC ML T36 LDN,COH MISC 2013 Circular 7.00 0.30 0.30 LC LC ML R42 TP14 GRA,SUPD MISC 2003 Circular 16.00 0.29 0.29 ALV ALV ML TP75 GRA,SUPD MISC 2003 Circular 17.00 0.43 0.43 ALV,RTD RTD ML

136

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Appendix V: Pile test data records by decade

In this section the DINGO database pile test data records are summarised in tabulated format (Tables V_1-V_8) by decade as described in Section 4.3.

TableV_1. Pile test data records from the 1940s

Shaft Base Geology Length Base Pile Test DINGO ID PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Category (m) Geology Types (m) (m) D13 1 BOR 1945 Circular 12.37 0.41 0.41 MGR,ALV,LMBE LMBE_G ML 2 BOR 1945 Circular 12.37 0.41 0.41 MGR,ALV,LMBE LMBE_G ML 3 BOR 1945 Circular 12.37 0.41 0.41 MGR,ALV,LMBE LMBE_G ML D41 P1 SUPD BOR 1947 Square 9.14 0.30 0.30 MGR,ALV,RTD RTD ML P2 SUPD BOR 1947 Square 9.14 0.36 0.36 MGR,ALV,RTD RTD ML P3 SUPD BOR 1947 Square 10.67 0.36 0.36 MGR,ALV,RTD RTD ML P4 SUPD BOR 1947 Square 10.67 0.30 0.30 MGR,ALV,RTD RTD ML P5 SUPD BOR 1947 Square 9.14 0.25 0.25 MGR,ALV,RTD RTD ML P6 SUPD BOR 1947 Square 9.14 0.25 0.25 MGR,ALV,RTD RTD ML R03 P1 SUPD DRI_C 1948 Square 9.09 0.30 0.30 NOFR,MGR,ALV,RTD RTD ML P2 SUPD DRI_C 1948 Square 9.10 0.36 0.36 NOFR,MGR,ALV,RTD RTD ML P3 SUPD DRI_C 1948 Square 10.68 0.36 0.36 NOFR,MGR,ALV,RTD RTD ML P4 SUPD DRI_C 1948 Square 10.70 0.30 0.30 NOFR,MGR,ALV,RTD RTD ML P5 SUPD DRI_C 1948 Square 9.14 0.25 0.25 NOFR,MGR,ALV,RTD RTD ML P6 SUPD DRI_C 1948 Square 9.11 0.25 0.25 NOFR,MGR,ALV,RTD RTD ML

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TableV_2. Pile test data records from the 1950s

Shaft Base Geology Length Base Pile Test DINGO ID PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Category (m) Geology Types (m) (m) D11 P1 BOR 1954 Circular 7.92 0.38 0.38 MGR,ALV,RTD RTD ML D16 16 LDN BOR 1950 Circular 8.60 0.41 0.41 MGR,RTD,ALV,LC LC ML 24 LDN BOR 1950 Circular 8.60 0.41 0.41 MGR,RTD,ALV,LC LC ML 36 BOR 1950 Circular 4.35 0.41 0.41 MGR,RTD RTD ML 38 BOR 1950 Circular 4.35 0.41 0.41 MGR,RTD RTD ML 4 BOR 1950 Circular 5.11 0.41 0.41 MGR,RTD RTD ML 41 BOR 1950 Circular 4.35 0.41 0.41 MGR,RTD RTD ML D18 1 COH,SUPD DRI_C 1956 Square 9.80 0.25 0.25 ALV ALV ML 2 DRI_C 1956 Square 0.00 0.25 0.25 UKN ML 3 COH,SUPD DRI_C 1956 Square 10.20 0.25 0.25 MGR,TOP,ALV ALV ML 4 DRI_C 1956 Square 0.00 0.25 0.25 UKN ML 5 DRI_C 1956 Square 10.00 0.25 0.25 UKN ML D20 21A GRA DRI_C 1951 Square 9.15 0.36 0.36 MGR,TFD TFD ML 21B DRI_C 1951 Square 9.15 0.36 0.36 MGR,TFD TFD ML D21 P01 COH,SUPD BOR 1955 Circular 13.00 0.38 0.38 MGR,ALV ALV ML D26 21 COH,SUPD BOR 1952 Circular 4.30 0.60 0.60 ALV,RTD RTD ML D29 1 BOR 1958 Circular 6.10 0.25 0.25 ALV,LMBE LMBE_G ML D33 1 SUPD BOR 1953 Circular 7.62 0.38 0.38 MGR,ALV,RTD RTD ML 2 BOR 1953 Circular 7.62 0.38 0.38 MGR,ALV,RTD RTD ML 3 BOR 1953 Circular 7.62 0.38 0.38 MGR,ALV,RTD RTD ML D34 335 SUPD DRI_C 1955 Square 7.00 0.30 0.30 ALV,RTD RTD ML 51 SUPD DRI_C 1955 Square 5.20 0.30 0.30 ALV,RTD RTD ML D35 1 SUPD MISC 1951 Circular 15.70 0.46 0.46 MGR,ALV,RTD RTD ML 2 COH,SUPD MISC 1951 Circular 12.00 0.46 0.46 MGR,ALV,RTD RTD ML D36 1 BOR 1950 Circular 5.50 0.46 0.46 MGR,ALV,RTD RTD ML 3 SUPD BOR 1950 Circular 5.40 0.46 0.46 MGR,ALV,RTD RTD ML 35 BOR 1950 Circular 4.50 0.46 0.46 MGR,ALV ALV ML R17 A51 LDN,COH BOR 1954 Circular 10.55 0.61 0.61 LC LC ML B33 LDN,COH BOR 1954 Circular 7.01 0.61 0.61 LC LC ML B5 LDN,COH BOR 1954 Circular 10.39 0.46 0.46 LC LC ML R18 PT01 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT02 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT03 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT04 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML PT05 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT06 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML

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Shaft Base Geology Length Base Pile Test DINGO ID PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Category (m) Geology Types (m) (m) PT07 COH BOR 1955 Circular 3.05 0.30 0.30 TOP,LC LC_W ML PT08 COH BOR 1955 Circular 3.05 0.36 0.36 TOP,LC LC_W ML R33_01 S1 LDN,COH BOR 1953 Circular 6.10 0.30 0.30 LC LC ML S2 LDN,COH BOR 1953 Circular 9.14 0.30 0.30 LC LC ML S3 LDN,COH BOR 1953 Circular 9.14 0.30 0.30 NOFR,LC LC ML S4 LDN,COH BOR 1953 Circular 12.19 0.30 0.30 LC LC ML S5 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML S6 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML S7 LDN,COH BOR 1953 Circular 12.19 0.36 0.36 NOFR,LC LC ML R33_02 T.A LDN,COH DRI_C 1953 Square 8.53 0.30 0.30 LC LC ML T.B LDN,COH DRI_C 1953 Square 4.42 0.30 0.30 LC LC ML T1 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML T2 LDN,COH BOR 1953 Circular 6.10 0.36 0.36 LC LC ML T3 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML T4 LDN,COH BOR 1953 Circular 9.14 0.36 0.36 LC LC ML

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TableV_3. Pile test data records from the 1960s

Shaft Base Geology Length Base Pile Test DINGO ID PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Category (m) Geology Types (m) (m) D12 P1 BOR 1968 Circular 11.28 0.48 0.48 UKN UKN T16 BOR 1968 Circular 14.02 0.41 0.41 UKN UKN D19 1 BOR 1966 Circular 6.10 0.53 0.53 TOP,MGR,TPGR TPGR ML 21 BOR 1966 Circular 5.50 0.45 0.45 MGR,ALV,TPGR TPGR ML D23 TP1 BOR 1969 Circular 14.63 0.40 0.40 MGR,ALV,RTD RTD ML TP2 BOR 1969 Circular 13.90 0.40 0.40 ALV,RTD RTD ML D24 1A BOR 1967 Circular 6.10 0.53 0.53 MGR MGR ML 1B BOR 1967 Circular 6.10 0.53 0.53 MGR MGR ML 9E BOR 1967 Circular 5.20 0.53 0.53 MGR MGR ML 9F BOR 1967 Circular 5.20 0.53 0.53 MGR MGR ML TP1 BOR 1967 Circular 6.70 0.46 0.46 MGR,RTD RTD ML TP2 BOR 1967 Circular 5.80 0.53 0.53 MGR MGR ML D27 AT721 SUPD BOR 1967 Circular 12.50 0.48 0.48 ALV,RTD RTD D28 25/1 BOR 1967 Circular 15.40 0.40 0.40 UKN ML 25/95 BOR 1967 Circular 15.20 0.45 0.45 UKN ML 25A/1 BOR 1967 Circular 13.40 0.40 0.40 UKN ML 25A/30 BOR 1967 Circular 12.20 0.45 0.45 UKN ML 50/1 BOR 1967 Circular 13.70 0.40 0.40 UKN ML 50/2 BOR 1967 Circular 12.30 0.40 0.40 UKN ML 50/3 BOR 1967 Circular 12.30 0.40 0.40 UKN ML 50/4 BOR 1967 Circular 14.90 0.46 0.46 UKN ML 50/73 BOR 1967 Circular 15.80 0.53 0.53 UKN 6/1 BOR 1967 Circular 10.70 0.40 0.40 UKN ML 6/G2 BOR 1967 Circular 10.40 0.40 0.40 UKN ML D31 120 SUPD BOR 1964 Circular 12.60 0.45 0.45 MGR,ALV ALV ML 197 SUPD BOR 1964 Circular 14.00 0.45 0.45 MGR,ALV ALV ML 2 SUPD BOR 1964 Circular 11.40 0.60 0.60 MGR,ALV ALV ML 236 SUPD BOR 1964 Circular 14.10 0.45 0.45 MGR,ALV ALV ML 24 SUPD BOR 1964 Circular 12.00 0.45 0.45 MGR,ALV ALV ML 257 BOR 1964 Circular 13.10 0.45 0.45 MGR,ALV ALV ML 3 SUPD BOR 1964 Circular 12.20 0.60 0.60 MGR,ALV ALV ML,CRP 46 SUPD BOR 1964 Circular 12.00 0.45 0.45 MGR,ALV ALV ML,CRP 4A SUPD BOR 1964 Circular 15.10 0.60 0.60 MGR,ALV ALV ML,CRP 8 SUPD BOR 1964 Circular 13.70 0.45 0.45 MGR,ALV ALV CRP 97 SUPD BOR 1964 Circular 11.90 0.45 0.45 MGR,ALV ALV ML,CRP D32 AT121 SUPD BOR 1967 Circular 12.50 0.48 0.48 ALV ALV ML

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Shaft Base Geology Length Base Pile Test DINGO ID PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Category (m) Geology Types (m) (m) R37_05 TP1 LDN,COH BOR 1966 Circular 15.24 0.61 0.61 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1966 Circular 16.46 0.76 2.13 MGR,RTD,LC LC ML,CRP R37_06 24 / 710 LDN,COH BOR 1968 Circular 13.41 0.61 0.61 MGR,LC LC ML,CRP 29 / 2 LDN,COH BOR 1968 Circular 12.80 0.61 0.61 NOFR,LC LC ML,CRP 954 / 25 LDN,COH BOR 1968 Circular 12.15 0.61 0.61 NOFR,LC LC ML B10 LDN,COH BOR 1968 Circular 14.63 0.61 0.61 NOFR,LC LC ML,CRP B11 LDN,COH BOR 1968 Circular 14.02 0.76 0.76 NOFR,LC LC ML B12 LDN,COH BOR 1968 Circular 13.41 0.76 0.76 MGR,LC LC ML,CRP B4 LDN,COH BOR 1968 Circular 12.20 0.61 0.61 MGR,LC LC ML,CRP B5 LDN,COH BOR 1968 Circular 13.72 0.61 0.61 MGR,LC LC ML,CRP B6 LDN,COH BOR 1968 Circular 9.14 0.61 0.61 MGR,LC LC ML,CRP B7 LDN,COH BOR 1968 Circular 7.01 0.61 0.61 MGR,LC LC ML,CRP B8 LDN,COH BOR 1968 Circular 9.46 0.61 0.61 MGR,LC LC ML,CRP B9 LDN,COH BOR 1968 Circular 11.28 0.61 0.61 MGR,LC LC ML R37_07 TP1 LDN,COH BOR 1968 Circular 15.60 0.76 0.76 MGR,RTD,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 15.25 0.76 1.52 MGR,RTD,LC LC ML,CRP R37_08 TP1 LDN,COH BOR 1968 Circular 20.33 0.61 0.61 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 19.22 0.61 0.61 MGR,LC LC ML,CRP R37_12 TP1 LDN,COH BOR 1968 Circular 13.41 0.91 2.08 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1968 Circular 14.94 0.91 0.91 MGR,LC LC ML,CRP R37_13 TP1 LDN,COH BOR 1969 Circular 15.16 0.61 0.61 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 8.50 0.61 0.61 MGR,LC LC ML,CRP R37_14 4138 LDN,COH BOR 1969 Circular 18.59 0.61 0.61 MGR,LC LC ML A LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP B LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP C LDN BOR 1969 Circular 6.10 0.34 0.34 MGR,LC LC ML,CRP TP1 LDN,COH BOR 1969 Circular 19.81 0.61 0.61 ALV,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 15.24 0.46 0.46 MGR,LC LC ML,CRP TP3 LDN BOR 1969 Circular 13.72 0.46 0.46 MGR,LC LC ML,CRP R37_15 TP1 LDN,COH BOR 1969 Circular 19.51 0.76 0.76 NOFR,LC LC ML,CRP TP2 LDN,COH BOR 1969 Circular 19.51 0.61 0.61 NOFR,LC LC ML,CRP TP3 LDN,COH BOR 1969 Circular 15.24 0.61 0.61 NOFR,LC LC ML,CRP R39 FP CHK DRI_C 1968 15.10 0.53 0.53 WHCK WHCK ML R45 A LDN,COH BOR 1966 Circular 12.19 0.79 1.68 NOFR,LC LC ML,CRP D LDN,COH BOR 1966 Circular 9.30 0.64 0.64 NOFR,LC LC ML,CRP E LDN,COH BOR 1966 Circular 9.24 0.63 1.22 NOFR,LC LC ML,CRP F LDN,COH BOR 1966 Circular 12.16 0.63 1.22 NOFR,LC LC ML,CRP G LDN,COH BOR 1966 Circular 9.39 0.77 0.77 NOFR,LC LC ML,CRP

142

Shaft Base Geology Length Base Pile Test DINGO ID PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Category (m) Geology Types (m) (m) H LDN,COH BOR 1966 Circular 12.22 0.77 0.77 NOFR,LC LC ML,CRP K LDN,COH BOR 1966 Circular 15.21 0.80 0.80 NOFR,LC LC ML,CRP L LDN,COH BOR 1966 Circular 9.54 0.77 1.68 NOFR,LC LC ML,CRP M LDN,COH BOR 1966 Circular 16.00 0.77 1.68 NOFR,LC LC ML,CRP N LDN,COH BOR 1966 Circular 15.24 0.94 0.94 NOFR,LC LC ML,CRP P LDN,COH BOR 1966 Circular 16.25 0.94 1.85 NOFR,LC LC ML,CRP X LDN,COH BOR 1966 Circular 7.92 NOFR,LC LC ML,CRP

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TableV_4. Pile test data records from the 1970s

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) D02_01 A COH UKN 1976 9.10 MGR,GLT GLT CRP B COH UKN 1976 12.10 MGR,GLT GLT CRP C COH UKN 1976 15.20 MGR,GLT GLT CRP D COH UKN 1976 18.20 MGR,GLT GLT CRP D02_02 A COH UKN 1976 15.20 TOP,GLT GLT CRP B COH UKN 1976 18.20 TOP,GLT GLT CRP C COH UKN 1976 21.30 TOP,GLT GLT CRP D COH UKN 1976 24.30 TOP,GLT GLT CRP D03 TP2 COH MISC 1978 Hexagon 37.30 TOP,HOM HOM ML D04_01 17 COH BOR 1978 Circular 12.10 0.50 0.50 GLT GLT ML 54 COH BOR 1978 Circular 16.10 0.50 0.50 GLT GLT ML D04_02 NA4 COH BOR 1978 Circular 25.00 0.50 0.50 GLT GLT ML D04_03 A10/1 COH BOR 1978 Circular 22.50 0.50 0.50 MGR,GLT GLT ML P2/1 COH BOR 1978 Circular 21.23 0.50 0.50 MGR,GLT GLT ML D04_04 C41 BOR 1978 Circular 16.23 0.50 0.50 UKN ML D04_05 B17 BOR 1978 Circular 24.75 0.50 0.50 UKN ML D04_06 NA4 COH BOR 1978 Circular 26.25 0.50 0.50 MGR,GLT GLT ML SC1 COH BOR 1978 Circular 25.00 0.50 0.50 GLT GLT ML D04_07 SA4 COH BOR 1978 Circular 26.10 0.50 0.50 HEAD,GLT GLT ML D04_08 N06 BOR 1978 Circular 16.10 0.50 0.50 UKN ML D04_09 CSA4 COH BOR 1978 Circular 25.20 0.50 0.50 GLT GLT ML D15 test pile SUPD BOR 1976 Circular 8.50 0.61 0.61 MGR,ALV,RTD RTD ML D17 CE25 GRA,SUPD BOR 1970 Circular 15.24 0.48 0.48 ALV ALV ML CE26 LDN,GRA,SUPD BOR 1970 Circular 16.35 0.48 0.48 ALV,TAB TAB ML CW25 SUPD BOR 1970 Circular 7.50 0.48 0.48 MGR,ALV,RTD RTD ML D25 1 BOR 1973 Circular 4.50 0.60 0.60 MGR,RTD RTD ML 2 BOR 1973 Circular 4.70 0.60 0.60 MGR,RTD RTD ML D30 TP1 CHK,GRA,SUPD BOR 1970 Circular 18.60 0.48 0.48 RTD,WHCK WHCK ML TP2 CHK BOR 1970 Circular 15.50 0.48 0.48 MGR,RTD,LMBE,WHCK WHCK ML D37 TP1 BOR 1970 Circular 6.70 0.46 0.46 MGR,RTD RTD ML TP2 GRA,SUPD BOR 1970 Circular 7.30 0.46 0.46 MGR,RTD RTD ML R08 P01 BOR 1975 Circular 8.70 1.06 1.06 MGR,EN EN ML R09 A LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML B LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML C LDN,COH DRI_S 1979 Circular 5.00 0.17 0.17 LC LC ML R13_01 A MMG BOR 1973 6.70 0.40 0.40 NOFR,UKN MMG CRP

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Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) B MMG BOR 1973 6.70 0.40 0.40 MGR,MMG MMG CRP R13_02 A MMG,SUPD DRI_C 1973 Circular 8.76 0.50 0.50 ALV,MMG MMG UKN R14 10 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 11 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 12 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 13 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 7 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML 8 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP 9 LDN,COH BOR 1978 Circular 13.00 0.75 0.75 NOFR,MGR,LC LC ML,CRP R15 P1 MMG,COH BOR 1971 Circular 16.80 0.76 0.76 MGR,MMG MMG UKN P2 MMG,COH BOR 1971 Circular 18.30 0.81 0.81 MGR,MMG MMG UKN R16 C30 COH,SUPD DRI_S 1976 H 12.80 0.31 0.31 ALV,RTD,WWYM WWYM ML H (2H H17 COH,SUPD DRI_S 1976 12.80 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) H (2T H18 COH,SUPD DRI_S 1976 13.10 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) H19(1) COH,SUPD DRI_S 1976 H 12.00 0.31 0.31 ALV,RTD WWYM ML H19(2) COH,SUPD DRI_S 1976 H 14.30 0.31 0.31 ALV,RTD,WWYM WWYM ML H (2H H29 COH,SUPD DRI_S 1976 11.20 0.31 0.31 ALV,RTD RTD ML wings) H (2T H30 COH,SUPD DRI_S 1976 12.10 0.31 0.31 ALV,RTD,WWYM WWYM ML wings) R20 12 CHK DRI_S 1974 H 25.30 0.25 0.25 ALV,RTD,WHCK WHCK CRP 4 CHK,SUPD DRI_S 1974 H 18.06 0.31 0.31 MGR,ALV,RTD,WHCK WHCK CRP,ML 4a CHK DRI_S 1974 H 23.31 0.31 0.31 MGR,ALV,RTD,WHCK WHCK ML,CRP 5 CHK DRI_S 1974 H 23.15 0.25 0.25 MGR,ALV,RTD,WHCK WHCK ML,CRP 5a CHK DRI_S 1974 H 27.35 0.25 0.25 MGR,ALV,RTD,WHCK WHCK ML,CRP 6 CHK,SUPD DRI_S 1974 H 18.51 0.36 0.36 MGR,ALV,RTD,WHCK WHCK CRP,ML R23 TP1 MMG MISC 1974 Circular 13.75 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP2 MMG MISC 1974 Circular 14.25 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP3 MMG MISC 1974 Circular 15.10 0.60 0.60 NOFR,UKN MMG ML TP4 MMG MISC 1974 Circular 15.40 0.60 0.60 MGR,RTD,BOC,MMG MMG ML TP6 MISC 1974 Circular 0.00 0.60 0.60 UKN ML R26_01 1 MMG DRI_C 1979 9.00 MGR,ALV,MMG MMG ML 112 MMG DRI_C 1979 Square 9.40 0.28 0.28 MGR,ALV,MMG MMG ML 2 MMG DRI_C 1979 10.00 MGR,ALV,MMG MMG ML 3 MMG DRI_C 1979 9.40 MGR,ALV,MMG MMG ML 4 MMG DRI_C 1979 10.50 MGR,ALV,MMG MMG ML

145

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) 5 MMG DRI_C 1979 11.00 MGR,ALV,MMG MMG ML 6 MMG DRI_C 1979 10.50 MGR,ALV,MMG MMG ML 90 MMG DRI_C 1979 Square 9.75 0.28 0.28 MGR,ALV,MMG MMG ML R26_02 1 MMG DRI_C 1979 9.00 MGR,ALV,MMG MMG ML 1A MMG DRI_C 1979 Square 9.90 0.28 0.28 MGR,ALV,MMG MMG ML 2 MMG DRI_C 1979 8.60 MGR,ALV,MMG MMG ML 3 MMG DRI_C 1979 8.70 MGR,ALV,MMG MMG ML 4 MMG DRI_C 1979 9.90 MGR,ALV,MMG MMG ML 5 MMG DRI_C 1979 9.60 MGR,ALV,MMG MMG ML 6 MMG DRI_C 1979 11.30 MGR,ALV,MMG MMG ML 7 MMG DRI_C 1979 11.60 MGR,ALV,MMG MMG ML 8 MMG DRI_C 1979 12.70 MGR,ALV,MMG MMG ML 80 MMG DRI_C 1979 Square 12.50 0.28 0.28 MGR,ALV,MMG MMG ML R27 A MMG,COH BOR 1976 Circular 13.39 0.74 0.74 NOFR,MMG MMG CRP B MMG,COH BOR 1976 Circular 16.03 0.74 0.74 NOFR,MMG MMG ML C MMG,COH BOR 1976 Circular 16.68 0.74 0.74 NOFR,MMG MMG CRP,ML R28 Bridge CHK DRI_C 1971 Circular 15.20 ALV,COM,WHCK WHCK ML 130 Bridges DRI_C 1971 Circular 0.00 UKN 131-132 E4 CHK DRI_C 1971 Circular 15.20 0.46 0.46 ALV,COM,WHCK WHCK F1 CHK DRI_C 1971 Circular 10.00 0.48 0.48 WHCK WHCK ML,CRP F2 CHK DRI_C 1971 Circular 8.50 0.43 0.43 WHCK WHCK ML,CRP G1 CHK DRI_C 1971 Circular 17.20 0.46 0.46 ALV,COM,WHCK WHCK W1 CHK DRI_C 1971 Circular 17.00 0.51 0.51 WHCK WHCK ML,CRP W2 CHK DRI_C 1971 Circular 13.00 0.51 0.51 WHCK WHCK ML,CRP W3 CHK DRI_C 1971 Circular 9.50 0.51 0.51 WHCK WHCK ML,CRP W4 CHK DRI_C 1971 Circular 7.00 0.51 0.51 WHCK WHCK W5 CHK DRI_C 1971 Circular 17.00 0.38 0.38 WHCK WHCK W6 CHK DRI_C 1971 Circular 13.00 0.38 0.38 WHCK WHCK ML,CRP W7 CHK DRI_C 1971 Circular 9.50 0.38 0.38 WHCK WHCK ML W8 CHK DRI_C 1971 Circular 7.00 0.38 0.38 WHCK WHCK ML,CRP R30 Tapered HC1 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC2 CHK DRI_S 1976 29.80 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC3 CHK DRI_S 1976 31.10 MGR,ALV,RTD,WHCK WHCK ML (Circular)

146

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) Tapered HC4 CHK DRI_S 1976 25.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC5 CHK DRI_S 1976 31.30 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered HC6 CHK DRI_S 1976 30.00 MGR,ALV,RTD,WHCK WHCK ML,CRP (Circular) Tapered SC1 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC2 CHK DRI_S 1976 29.30 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC3 CHK DRI_S 1976 25.10 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC4 CHK DRI_S 1976 29.80 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC5 CHK DRI_S 1976 28.00 MGR,ALV,RTD,WHCK WHCK ML (Circular) Tapered SC6 CHK DRI_S 1976 27.90 MGR,ALV,RTD,WHCK WHCK ML,CRP (Circular) Solid pile CHK BOR 1976 Circular 27.20 1.05 1.05 MGR,ALV,RTD,WHCK WHCK ML Voided CHK BOR 1976 Circular 27.28 1.05 1.05 MGR,ALV,RTD,WHCK WHCK ML pile R37_02 TP1 LDN,COH BOR 1970 Circular 7.62 0.46 0.46 MGR,LC LC ML,CRP R37_03 TP1 LDN,COH BOR 1970 Circular 6.10 0.37 0.37 NOFR,LC LC ML,CRP R37_04 TP1 LDN,COH BOR 1970 Circular 15.86 0.44 0.44 NOFR,LC LC ML,CRP R37_09 TP1 LDN,COH BOR 1972 Circular 10.62 0.45 0.45 MGR,LC LC ML,CRP TP2 LDN,COH BOR 1972 Circular 9.00 0.45 0.45 MGR,LC LC ML,CRP TP3 LDN,COH BOR 1972 Circular 11.00 0.45 0.45 MGR,LC LC ML,CRP TP4 LDN,COH BOR 1972 Circular 14.00 0.45 0.45 MGR,LC LC ML,CRP TP5 LDN,COH BOR 1972 Circular 13.00 0.45 0.45 MGR,LC LC ML,CRP TP6 LDN,COH BOR 1972 Circular 10.00 0.45 0.45 MGR,LC LC ML,CRP R37_10 P1 LDN,COH BOR 1972 Circular 24.20 0.61 0.61 MGR,LC,LMBE LMBE ML,CRP P2 LDN,COH BOR 1972 Circular 21.83 0.61 0.61 MGR,LC LC ML,CRP P4 LDN,COH BOR 1972 Circular 18.34 0.61 0.61 MGR,LC LC ML,CRP P5 LDN,COH BOR 1972 Circular 22.80 0.61 0.61 MGR,LC LC ML,CRP P6 LDN,COH BOR 1972 Circular 21.20 0.61 0.61 MGR,LC LC ML,CRP R37_11 TP1 LDN,COH BOR 1971 Circular 16.50 0.46 0.46 MGR,RTD,LC LC ML,CRP TP2 LDN,COH BOR 1971 Circular 18.59 0.46 0.46 MGR,RTD,LC LC ML,CRP R41 P01 BOR 1975 Circular 29.40 0.75 0.75 NOFR,LMBE LMBE_G ML

147

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) P02 LDN BOR 1975 Circular 34.30 0.75 0.75 NOFR,LMBE,TAB TAB ML

148

TableV_5. Pile test data records from the 1980s

Shaft Base Geology Length Base Pile Test DINGO ID PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Category (m) Geology Types (m) (m) D05 P1 GRA BOR 1982 Circular 24.20 0.75 0.75 NOFR,CRAG CRAG P2 GRA BOR 1982 Circular 24.60 0.75 0.75 NOFR,CRAG CRAG ML,CRP D38 P01 CFA 1986 Circular 7.75 0.60 0.60 MGR,ALV,RTD RTD ML P02 CFA 1986 Circular 6.00 0.60 0.60 MGR,RTD RTD ML D39 1 COH,SUPD CFA 1986 Circular 4.00 0.60 0.60 MGR,RTD RTD ML D40 1 CFA 1986 Circular 5.50 0.45 0.45 MGR,ALV,RTD RTD ML D42 1 CFA 1986 Circular 4.00 0.30 0.30 MGR,ALV,RTD RTD ML D43 16 GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML 60 GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML trial pile GRA,SUPD CFA 1986 Circular 7.75 0.60 0.60 RTD RTD ML R04 CP3fs COH DRI_S 1988 Circular 4.08 0.10 0.10 NOFR,HEAD,LC LC_R ML CP5f LDN,COH DRI_S 1988 Circular 5.92 0.10 0.10 NOFR,HEAD,LC LC ML CP6d LDN,COH DRI_S 1988 Circular 5.80 0.10 0.10 NOFR,HEAD,LC LC ML CP7do LDN,COH DRI_S 1988 Circular 5.70 0.10 0.10 NOFR,HEAD,LC LC ML R10 C1-9 CFA 1987 Circular 0.00 0.60 0.60 UKN ML CFA1 SUPD CFA 1987 Circular 23.70 0.60 0.60 MGR,RTD RTD ML CFA2 SUPD CFA 1987 Circular 28.00 0.75 0.75 MGR,RTD RTD ML TP1-7 CFA 1987 Circular 0.00 0.60 0.60 UKN ML R12 P1 MMG,COH BOR 1984 Circular 13.60 0.75 0.75 MGR,MMG MMG ML P2 MMG,COH BOR 1984 Circular 18.80 0.60 0.60 MGR,MMG MMG ML R19 P01 DRI_C 1986 Circular 0.00 0.60 0.60 UKN ML R22 GP1 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP2 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP3 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP GP4 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP5 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP6 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP GP7 LDN,COH MISC 1980 Circular 19.00 0.15 0.15 MGR,LC LC ML,CRP GP8 LDN,COH MISC 1980 Circular 12.00 0.15 0.15 MGR,LC LC ML,CRP GP9 LDN,COH MISC 1980 Circular 9.00 0.15 0.15 MGR,LC LC ML,CRP R24_01 P1 COH BOR 1989 Circular 21.50 0.90 0.90 NOFR,MMG MMG_HW ML R24_02 Test1 MMG,COH BOR 1989 Circular 26.00 0.79 0.79 NOFR,MMG MMG UKN Test2 MMG,COH BOR 1989 Circular 26.00 0.79 0.79 NOFR,MMG MMG UKN R24_03 2W MMG BOR 1989 Circular 20.50 1.35 1.35 MGR,MMG MMG UKN 3W MMG BOR 1989 Circular 23.80 1.35 1.35 MGR,MMG MMG UKN 4W MMG BOR 1989 Circular 20.50 1.35 1.35 MGR,MMG MMG UKN

149

Shaft Base Geology Length Base Pile Test DINGO ID PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Category (m) Geology Types (m) (m) TEST2 MMG,COH BOR 1989 Circular 23.00 1.05 1.05 NOFR,MMG MMG UKN R24_03 TEST3 MMG,COH BOR 1989 Circular 21.00 1.05 1.05 NOFR,MGR,MMG MMG UKN TEST4 MMG,COH BOR 1989 Circular 21.00 1.05 1.05 NOFR,MMG MMG UKN R24_04 Test1 MMG,COH BOR 1989 Circular 34.00 0.90 0.90 NOFR,MMG MMG UKN Test2 MMG,COH BOR 1989 Circular 34.00 1.30 1.30 NOFR,MMG MMG UKN Test3 MMG,COH BOR 1989 Circular 27.00 0.90 0.90 NOFR,MMG MMG UKN Test4 MMG,COH BOR 1989 Circular 30.00 0.90 0.90 NOFR,MMG MMG UKN R35 P01 COH BOR 1982 Circular 38.50 1.53 1.53 NOFR,LMBE LMBE_G ML,CRP P02 BOR 1982 Circular 36.20 1.05 1.05 NOFR,LMBE LMBE_G ML R37_01 TP1 LDN,COH BOR 1988 Circular 7.32 0.36 0.36 NOFR,LC LC ML TP2 LDN,COH BOR 1988 Circular 10.06 0.36 0.36 MGR,LC LC ML,CRP R40_01 1-1 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML 1-2 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML 1-3 LDN,GRA BOR 1989 Circular 25.60 1.50 1.50 TAB TAB ML R40_02 2 LDN,GRA BOR 1989 Circular 25.40 0.90 0.90 TAB TAB ML R40_03 3-1 LDN,GRA BOR 1989 Circular 22.60 1.50 1.50 TAB TAB ML 3-2 LDN,GRA BOR 1989 Circular 22.70 1.50 1.50 TAB TAB ML R40_04 5-1 LDN,GRA BOR 1989 Circular 25.00 0.90 0.90 TAB TAB ML 5-2 LDN,GRA BOR 1989 Circular 25.00 0.90 0.90 TAB TAB ML 5-3 LDN,GRA BOR 1989 Circular 25.00 1.20 1.20 TAB TAB ML R40_05 6-1 LDN,GRA BOR 1989 Circular 28.50 0.75 0.75 TAB TAB ML 6-2 LDN,GRA BOR 1989 Circular 28.30 0.75 0.75 TAB TAB ML 6-3 LDN,GRA BOR 1989 Circular 31.50 0.90 0.90 TAB TAB ML 6-4 LDN,GRA BOR 1989 Circular 31.50 0.90 0.90 TAB TAB ML 6-5 LDN,GRA BOR 1989 Circular 30.40 0.90 0.90 TAB TAB ML 7-1 LDN,GRA BOR 1989 Circular 27.30 0.90 0.90 NOFR,TAB TAB ML 7-2 LDN,GRA BOR 1989 Circular 29.00 0.90 0.90 TAB TAB ML 7-3 LDN,GRA BOR 1989 Circular 29.50 0.90 0.90 TAB TAB ML R43 P01 LDN,GRA BOR 1989 Circular 28.03 1.20 1.20 NOFR,LMBE,TAB TAB ML R47 P01 LDN BOR 1989 Circular 38.20 1.20 1.20 NOFR,LMBE,TAB TAB ML

150

TableV_6. Pile test data records from the 1990s

Shaft Base DINGO Geology Length Base PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) D01_01 A46/X/1/N UKN 1996 UKN ML A46/X/2/N UKN 1996 UKN ML D01_02 M1/17/1/N UKN 1996 UKN ML M1/17/2/N UKN 1996 UKN ML D01_03 M1/23A/1/S UKN 1996 UKN ML M1/23A/2/S UKN 1996 UKN ML D01_04 M1/28/1/S UKN 1996 UKN ML,CRP M1/28/1/S UKN 1996 UKN ML,CRP M1/28/2/S UKN 1996 UKN ML D01_05 A14/X/1/W UKN 1996 UKN ML A14/X/2/W UKN 1996 UKN ML M1/19/1/N UKN 1996 UKN ML M1/19/1/S UKN 1996 UKN ML M1/19/2/N UKN 1996 UKN ML,CRP M1/19/2/N UKN 1996 UKN ML,CRP M1/19/2/S UKN 1996 UKN ML,CRP M1/19/2/S UKN 1996 UKN ML,CRP M6/0/1/S UKN 1996 UKN ML M6/0/2/S UKN 1996 UKN ML D01_06 M40/15/1/N UKN 1996 UKN ML,CRP D01_07 M42/3A/1/E UKN 1996 UKN ML M42/3A/2/E UKN 1996 UKN ML D01_08 M42/6/1/S UKN 1996 UKN ML,CRP D01_09 M42/9/1/S UKN 1996 UKN ML M42/9/2/N UKN 1996 UKN ML M42/9/2/S UKN 1996 UKN ML D01_10 M6/2/1/N UKN 1996 UKN ML M6/2/1/N UKN 1996 UKN ML M6/2/2/N UKN 1996 UKN ML M6/2/2/S UKN 1996 UKN ML,CRP D01_11 M69/0/1/S UKN 1996 UKN ML M69/0/2/S UKN 1996 UKN ML D06 1 CFA 1991 Circular 20.00 0.60 0.60 UKN ML,CRP 2 CFA 1991 Circular 15.00 0.60 0.60 UKN ML,CRP R06 P01 LDN,GRA BOR 1999 Circular 18.30 0.95 0.95 NOFR,LMBE,TAB TAB ML R11 102 COH,SUPD DRI_S 1996 Circular 7.60 0.18 0.18 NOFR,MGR,TILL TILL CASE

151

Shaft Base DINGO Geology Length Base PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) 125 COH,SUPD DRI_S 1996 Circular 6.40 0.18 0.18 NOFR,MGR,TILL TILL CASE,CAPWAP 14 COH,SUPD DRI_S 1996 Circular 5.50 0.18 0.18 NOFR,MGR,TILL TILL CASE 148 COH,SUPD DRI_S 1996 Circular 5.50 0.18 0.18 NOFR,MGR,TILL TILL CASE 49 DRI_S 1996 Circular 5.30 0.18 0.18 NOFR,MGR,TILL TILL CASE 52 COH,SUPD DRI_S 1996 Circular 6.20 0.25 0.25 NOFR,MGR,TILL TILL CASE,CAPWAP D6 03 MMG,COH,SUPD CFA 1996 Circular 7.60 0.60 0.60 MGR,TILL,MMG MMG ML P1 MMG,COH BOR 1996 Circular 9.07 1.35 1.35 MGR,TILL,MMG MMG ML P2 MMG,COH BOR 1996 Circular 6.10 1.05 1.05 MGR,TILL,MMG MMG ML P3 MMG,COH BOR 1996 Circular 9.30 0.75 0.75 MGR,TILL,MMG MMG ML Tension MMG,COH CFA 1996 Circular 6.80 0.75 0.75 MGR,TILL,MMG MMG ML Tripod MMG,COH BOR 1996 Circular 6.20 0.30 0.30 MGR,TILL,MMG MMG ML XAF 02 MMG,COH CFA 1996 Circular 8.60 0.75 0.75 MGR,TILL,MMG MMG ML XO 02 MMG,COH,SUPD CFA 1996 Circular 8.50 0.60 0.60 MGR,TILL,MMG MMG ML XT 14 MMG,COH CFA 1996 Circular 8.50 0.45 0.45 MGR,TILL,MMG MMG ML XU 06 MMG,COH CFA 1996 Circular 8.50 0.45 0.45 MGR,TILL,MMG MMG ML R21 B308 MMG,COH DRI_C 1995 Square 7.50 0.31 0.31 TILL,MMG MMG UKN C300 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.30 0.30 TILL,MMG MMG UKN C316 MMG,COH,SUPD DRI_C 1995 Square 30.00 0.32 0.32 TILL,MMG MMG UKN C408 COH,SUPD BOR 1995 Circular 17.50 0.45 0.45 TILL TILL UKN C536 COH,SUPD DRI_C 1995 Square 29.00 0.54 0.54 TILL TILL UKN C541 COH,SUPD BOR 1995 Circular 18.50 0.45 0.45 TILL TILL UKN C618 COH,SUPD DRI_C 1995 Square 10.50 0.62 0.62 TILL TILL UKN J103 BOR 1995 Circular 16.50 0.90 0.90 UKN UKN J139 BOR 1995 Circular 22.00 0.45 0.45 UKN UKN P11 DRI_C 1995 Square 11.75 0.28 0.28 MGR,TILL TILL UKN P12 SUPD DRI_C 1995 Square 22.55 0.28 0.28 TILL TILL UKN TP1 MMG,COH BOR 1995 Circular 24.27 0.75 0.75 MMG MMG UKN TP3 MMG,COH BOR 1995 Circular 11.51 0.75 0.75 TILL,MMG MMG UKN TP7 COH,SUPD BOR 1995 Circular 20.50 0.45 0.45 TILL TILL UKN R29 T1 COH CFA 1992 Circular 9.00 0.40 0.40 NOFR,ITDU ITDU T10 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T11 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T12 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T2 COH CFA 1992 Circular 9.00 0.40 0.40 NOFR,ITDU ITDU T3 COH CFA 1992 Circular 11.15 0.40 0.40 NOFR,ITDU ITDU T4 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T5 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU T6 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU

152

Shaft Base DINGO Geology Length Base PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Pile Test Types ID Category (m) Geology (m) (m) T7 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU CRP T8 COH CFA 1992 Circular 13.00 0.40 0.40 NOFR,ITDU ITDU T9 COH CFA 1992 Circular 11.00 0.40 0.40 NOFR,ITDU ITDU R34 TP1 MMG,COH BOR 1992 Circular 28.00 0.90 0.90 NOFR,MMG MMG ML,CRP TP2 MMG,COH BOR 1992 Circular 28.81 0.90 0.90 NOFR,MMG MMG ML TP3 MMG,COH BOR 1992 Circular 30.00 0.90 0.90 NOFR,MMG MMG ML R34 TP4 MMG,COH BOR 1992 Circular 24.35 0.90 0.90 NOFR,MMG MMG ML TP5 MMG,COH BOR 1992 Circular 30.00 0.90 0.90 NOFR,MMG MMG ML TP6 MMG,COH BOR 1992 Circular 31.55 0.90 0.90 NOFR,MMG MMG ML PT01 LDN,COH BOR 1993 Circular 12.10 0.75 0.75 MGR,LC LC ML,CRP R46 PT02 LDN BOR 1993 Circular 12.10 0.75 0.75 NOFR,LC LC ML,CRP

153

TableV_7. Pile test data records from the 2000s

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) D08_01 A11 CFA 2002 Circular 6.00 0.60 0.60 NOFR,TOP,ALV,RTD RTD ML A15 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A15-22 DRI_C 2002 Square 5.00 0.60 0.60 TOP,ALV,RTD RTD UKN A16 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A17 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A18 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A19 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A20 DRI_C 2002 Square 4.50 TOP,ALV,RTD RTD A20_S DRI_C 2002 Square 4.50 0.60 0.60 TOP,ALV,RTD RTD UKN A21 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A21_S DRI_C 2002 Square 6.00 0.60 0.60 TOP,ALV,RTD RTD UKN A22 DRI_C 2002 Square 5.00 TOP,ALV,RTD RTD A23 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A23-30 CFA 2002 Circular 6.00 0.60 0.60 TOP,ALV,RTD RTD UKN A24 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A25 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A26 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A27 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A28 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A29 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A30 CFA 2002 Circular 6.00 TOP,ALV,RTD RTD A7 DRI_C 2002 Square 6.00 0.60 0.60 NOFR,TOP,ALV,RTD RTD ML,UKN A9 DRI_C 2002 Square 5.00 0.60 0.60 NOFR,TOP,ALV,RTD RTD UKN D08_02 B1 COH DRI_C 2002 Square 12.00 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML,UKN B11 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B11-18 COH CFA 2002 Circular 11.50 0.60 0.60 TOP,ALV,HEAD HEAD UKN B12 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B13 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B14 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B15 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B16 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B17 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B18 CHK,COH CFA 2002 Circular 11.50 ALV,HEAD,WHCK WHCK B2 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B2-9 COH DRI_C 2002 Square 11.50 0.60 0.60 TOP,ALV,HEAD HEAD UKN B20 COH CFA 2002 Circular 12.50 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML,UKN

154

Shaft Base DINGO Geology Length Base Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology ID Category (m) Geology Types (m) (m) B3 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK D08_02 B30 COH DRI_C 2002 Square 12.00 0.60 0.60 NOFR,TOP,ALV,HEAD HEAD ML B35 CHK CFA 2002 Circular 15.50 0.60 0.60 NOFR,TOP,ALV,HEAD,WHCK WHCK ML B4 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B5 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B6 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B7 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B8 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK B9 CHK,COH DRI_C 2002 Square 11.50 ALV,HEAD,WHCK WHCK D10 E14-01 COH BOR 2000 Circular 17.50 0.60 0.60 MGR,TILL,PUCM PUCM ML E3-02 COH BOR 2000 Circular 19.50 0.60 0.60 MGR,TILL,PUCM PUCM ML N18-02 COH BOR 2000 Circular 21.60 0.60 0.60 MGR,TILL,PUCM PUCM ML N2-01 COH BOR 2000 Circular 17.80 0.60 0.60 MGR,TILL,PUCM PUCM ML N6-01 COH BOR 2000 Circular 20.00 0.60 0.60 MGR,TILL,PUCM PUCM ML R5-19 COH BOR 2000 Circular 20.80 0.90 0.90 MGR,TILL,PUCM PUCM ML R5-30 COH BOR 2000 Circular 18.40 0.90 0.90 MGR,TILL,PUCM PUCM ML S5-01 COH BOR 2000 Circular 18.40 0.60 0.60 MGR,TILL,PUCM PUCM ML W13-01 COH BOR 2000 Circular 14.80 0.60 0.60 TILL,PUCM PUCM ML W2-02 COH BOR 2000 Circular 14.10 0.60 0.60 TILL,PUCM PUCM ML WR-02- COH BOR 2000 Circular 17.20 0.60 0.60 MGR,TILL,PUCM PUCM ML 05 D44 PTP1 BOR 2006 Circular 10.20 0.46 0.46 MGR,HEHI HEHI_FIS ML R01_01 WBD1 LDN,COH BOR 2008 Circular 15.20 0.40 0.40 MGR,ALV,LC LC ML WBD2 LDN,COH BOR 2008 Circular 16.00 0.40 0.40 MGR,ALV,LC LC ML WCFA LDN,COH CFA 2008 Circular 16.20 0.40 0.40 MGR,ALV,LC LC ML R01_02 CBD LDN,COH BOR 2008 Circular 18.00 0.40 0.40 MGR,LC LC ML R05 A COH,SUPD BOR 2001 Circular 12.55 0.60 0.60 NOFR,BOC BOC UKN,CRP,ML R42 TP14 GRA,SUPD MISC 2003 Circular 16.00 0.29 0.29 ALV ALV ML TP75 GRA,SUPD MISC 2003 Circular 17.00 0.43 0.43 ALV,RTD RTD ML R44 S1 LDN,COH BOR 2001 Circular 39.00 1.05 1.05 NOFR,LC LC CRP R48 P01 LDN,GRA BOR 2005 Circular 56.00 0.90 0.90 NOFR,LMBE,TAB TAB ML

155

TableV_8. Pile test data records from the 2010s

Shaft Base DINGO Geology Length Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Base Geology ID Category (m) Types (m) (m) D07_01 PT01 COH BOR 2018 Circular 22.30 0.90 0.90 MGR,AMC AMC ML D07_02 PT02 COH BOR 2018 Circular 23.90 0.90 0.90 HEAD,OXC OXC ML D07_03 PT03 BOR 2018 Circular 17.25 0.90 0.90 MGR,RTD,GLT,LGS LGS ML D07_04 PT04 COH BOR 2018 Circular 30.30 1.80 1.80 MGR,TILL,OXC OXC ML D07_05 PT05 COH,SUPD BOR 2018 Circular 22.80 0.90 0.90 RTD,TILL TILL ML D07_06 PT06 COH BOR 2018 Circular 15.30 1.20 1.20 MGR,ALV,RTD,OXC OXC ML D07_07 PT07 COH BOR 2018 Circular 24.05 0.90 0.90 MGR,TILL,OXC OXC ML D07_08 PT08 COH BOR 2018 Circular 25.10 0.90 0.90 MGR,KC,AMC AMC ML D09 PTP1 COH CFA 2012 Circular 9.50 0.40 0.40 SUPD,BAN BAN ML PTP2 COH CFA 2012 Circular 5.90 0.40 0.40 SUPD,BAN BAN ML PTP3 COH CFA 2012 Circular 7.90 0.40 0.40 SUPD,BAN BAN ML PTP4 COH CFA 2012 Circular 10.40 0.40 0.40 SUPD,BAN BAN ML PTP5 COH CFA 2012 Circular 7.00 0.40 0.40 TOP,SUPD,WBY,BAN BAN ML R02 PT01 LDN,COH BOR 2012 Circular 53.80 1.20 1.20 NOFR,LC,LMBE,TAB TAB ML R07 1 CHK DRI_S 2017 Circular 5.00 0.76 0.76 WHCK WHCK ML 2 CHK DRI_S 2017 Circular 5.00 0.76 0.76 WHCK WHCK ML R25 B1 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML P1 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML P2 LDN BOR 2010 Circular 27.00 1.20 1.20 MGR,LMBE,TAB TAB ML R31 P1 LDN,COH BOR 2013 Circular 37.50 0.75 0.75 MGR,RTD,LC LC ML R32 Hollow LDN,COH BOR 2014 Circular 27.00 1.20 1.20 MGR,LC LC ML Pile Solid Pile LDN,COH BOR 2014 Circular 27.00 1.20 1.20 MGR,LC LC ML R36 PT01 LDN BOR 2015 Circular 64.00 0.90 0.90 NOFR,LMBE,TAB TAB ML R38 MC1 LDN,COH CFA 2013 Circular 9.50 0.45 0.45 LC LC ML MC2 LDN,COH CFA 2013 Circular 9.50 0.45 0.45 LC LC ML T13 LDN,COH CFA 2013 Circular 7.00 0.40 0.40 LC LC ML T14 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T15 LDN,COH CFA 2013 Circular 7.00 0.40 0.40 LC LC ML T16 LDN,COH BOR 2013 Circular 10.00 0.30 0.30 LC LC ML T30 LDN,COH MISC 2013 Circular 7.00 0.30/0.60 0.30/0.60 LC LC ML T33 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T34 LDN,COH CFA 2013 Circular 10.00 0.30 0.30 LC LC ML T35 LDN,COH MISC 2013 Circular 9.00 0.30 0.30 LC LC ML T36 LDN,COH MISC 2013 Circular 7.00 0.30 0.30 LC LC ML T40 LDN,COH BOR 2013 Circular 7.00 0.30 0.30 LC LC ML

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Shaft Base DINGO Geology Length Pile Test PILE ID Pile Type Year Shape Dimension Dimension Shaft Geology Base Geology ID Category (m) Types (m) (m) T46 LDN,COH BOR 2013 Circular 5.80 0.30 0.30 LC LC ML T47 LDN,COH BOR 2013 Circular 5.80 0.30 0.30 LC LC ML TP1 LDN,COH DRI_C 2013 Circular 10.00 0.28 0.28 LC LC ML TP2 LDN,COH DRI_C 2013 Circular 10.00 0.28 0.28 LC LC ML

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Appendix VI: DINGO Database References

In this section, we list all the references of the sources of the data in the DINGO database. The following notation is used: ‘R’ denotes a published source, e.g. an academic Thesis, Journal paper etc; ‘D’ denoted data donated by industrial contacts. When a data source provides information from two or more sites the reference is listed multiple times with ‘_01’, ‘_02’ used to indicate this. When data from one site is sourced from two or more literature sources the reference number is repeated with ‘a’ and ‘b’ denoting the two sources.

Data from Industry Sources D01_01. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D01_02. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D01_03. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D01_04. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D01_05. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D01_06. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D01_07. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D01_08. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D01_09. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D01_10. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D01_11. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 1748, Midlands driver information system project (1996) D02_01. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 2949, M25 Bridges, Brasted trial pile test (1976)

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D02_02. Highways England’s Geotechnical Data Management System (HAGDMS, 2018) Report No: 2949, M25 Bridges, Brasted trial pile test (1976) D03. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 18336, Report on the Advance of Pile Testing For Structures on the Proposed Skipton Western By-Pass (1978) D04_01. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 3158, Pile Test Results (1978) D04_02. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 3158, Pile Test Results (1978) D04_03. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 3158, Pile Test Results (1978) D04_04. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 3158, Pile Test Results (1978) D04_05. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 3158, Pile Test Results (1978) D04_06. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 3158, Pile Test Results (1978) D04_07. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 3158, Pile Test Results (1978) D04_08. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 3158, Pile Test Results (1978) D04_09. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 3158, Pile Test Results (1978) D05. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 8258, Pile testing at Breydon Bridge for the Second River Crossing on the A47 Trunk Road, Great Yarmouth Western Bypass (1982) D06. Highways England’s Geotechnical Data Management System (HAGDMS, 2018), Report No: 7757, A11 Trunk road, Besthorpe to Wymondham Improvement (1991) D07_01. Nowak P (2018) Personal communication D07_02. Nowak P (2018) Personal communication D07_03. Nowak P (2018) Personal communication D07_04. Nowak P (2018) Personal communication D07_05. Nowak P (2018) Personal communication D07_06. Nowak P (2018) Personal communication

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D07_07. Nowak P (2018) Personal communication D07_08. Nowak P (2018) Personal communication D08_01. O'Riordan N (2017) Personal communication D08_02. O'Riordan N (2017) Personal communication D09. Sadek T (2019) Personal communication D10a. Sadek T (2019) Personal communication D10b. Curtis C, Law A and Jordan L (2002) Piling in Coal Measures at the City of Manchester Stadium for the Commonwealth Games 2002, In Proceedings of 9th International Conference on Piling and Deep Foundations, Nice, pp. 387-394 D11. Solera SA (2018) Personal communication D12. Solera SA (2018) Personal communication D13. Solera SA (2018) Personal communication D14. Solera SA (2018) Personal communication D15. Solera SA (2018) Personal communication D16. Solera SA (2018) Personal communication D17. Solera SA (2018) Personal communication D18. Solera SA (2018) Personal communication D19. Solera SA (2018) Personal communication D20. Solera SA (2018) Personal communication D21. Solera SA (2018) Personal communication D22. Solera SA (2018) Personal communication D23. Solera SA (2018) Personal communication D24. Solera SA (2018) Personal communication D25. Solera SA (2018) Personal communication D26. Solera SA (2018) Personal communication D27. Solera SA (2018) Personal communication D28. Solera SA (2018) Personal communication D29. Solera SA (2018) Personal communication D30. Solera SA (2018) Personal communication D31. Solera SA (2018) Personal communication D32. Solera SA (2018) Personal communication D33. Solera SA (2018) Personal communication D34. Solera SA (2018) Personal communication D35. Solera SA (2018) Personal communication

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D36. Solera SA (2018) Personal communication D37. Solera SA (2018) Personal communication D38. Solera SA (2018) Personal communication D39. Solera SA (2018) Personal communication D40. Solera SA (2018) Personal communication D41. Solera SA (2018) Personal communication D42. Solera SA (2018) Personal communication D43. Solera SA (2018) Personal communication D44. Woodruff M (2018) Personal communication

Data from Literature Sources

R01_01a. Baxter DJ (2009) Innovation in the Design of Continuous Flight Auger and Bored Displacement Piles. EngD Thesis, Loughborough University, UK R01_01b. Baxter DJ and Hadley S (2006) Bored displacement piles in stiff clay. Ground Engineering 39(10):35-36. R01_02. Baxter DJ (2009) Innovation in the Design of Continuous Flight Auger and Bored Displacement Piles. EngD Thesis, Loughborough University, UK R02. Beadman D, Pennington M and Sharratt M (2012) Pile test at the Shard London Bridge. Ground Engineering 25:24-29. R03. Bishop AW, Collingridge VH and O'Sullivan TP (1948) Driving and loading tests on six precast concrete piles in gravel. Geotechnique 1(1):49-58. R04. Bond A J, Jardine R J (1990) Research on the Behaviour of Displacement Piles in an Overconsolidated Clay, Report OTH 89 296. R05a. Brown MJ, Hyde AF and Anderson WF (2006) Analysis of a rapid load test on an instrumented bored pile in clay. Géotechnique 56(9):627-38. R05b. Brown MJ (2004) The rapid load testing of piles in fine grained soils. PhD Thesis, University of Sheffield, UK. R06. Chapman TJ, Connolly ML, Nicholson DP, Raison CA, Yeow HC (1999) Advances in understanding of base grouted pile performance in very dense sand. In Proceedings of Tunnel construction and piling by Institution of Mining and Metallurgy, London, pp.8- 10. R07. Ciavaglia F, Carey J and Diambra A (2017) Time-dependent uplift capacity of driven piles in low to medium density chalk. Géotechnique Letters 7(1):90-6. R08. Cole KW and Stroud MA (1976) Rock socket piles at Coventry Point, Market Way, Coventry. Géotechnique 26(1):47-62.

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R09. Cooke RW Price G and Tarr K (1979) Jacked piles in London Clay: a study of load transfer and settlement under working conditions. Géotechnique 29(2):113-147. R10. Couldery PA and Fleming WG (1987). Continuous flight auger piling at St. Enoch Square, Glasgow. Ground Engineering 20(6):17-28. R11. Curtis C (2001) Evolution of Piling Design and Techniques in Mudstone at Manchester Airport. In Proceedings of 26th Annual Members' Conference, St. Louis, MO, pp.3-16 R12. Dauncey PC and Woodland AR (1984) Bored cast in-situ piled foundations in Keuper Marl for the Birmingham International Arena. In Piling and Ground Treatment, Thomas Telford, London, UK., pp. 139-146. R13_01. Davis AG and Chandler RJ (1973) Further work on the engineering properties of Keuper Marl, CIRIA Report RR47 R13_02. Davis AG and Chandler RJ (1973) Further work on the engineering properties of Keuper Marl, CIRIA Report RR47 R14. Fearenside and Cooke (1978) The skin friction of bored piles formed in clay under bentonite, CIRIA Report R77 R15. Foley GP and Davis AG (1971) Piling in Keuper marl at Leicester. Civil Engineering and Public Works Review, 66(782):987-991. R16. George AB, Sherrell FW and Tomlinson MJ (1976) The behaviour of steel H-piles in slaty mudstone. Géotechnique 26(1):95-104. R17. Golder HQ and Leonard MW (1954) Some tests on bored piles in London Clay. Géotechnique 4(1):32-41. R18. Green H (1961) Long-Term Loading of Short-Bored Piles. Géotechnique 11(1):47-53. R19. Grose WJ and Kaye D (1986) Driving piles adjacent to vibration-sensitive structures. Ground Engineering 19(4):23-31. R20. Hobbs NB and Robins P (1976) Compression and tension tests on driven piles in chalk. Géotechnique 26(1):33-46. R21. Houston CRM (1995) Contractor-designed piles for the Toyota car plant in Derbyshire. Engineering Geology Special Publications, Geological Society, London, 10(1):115-26. R22. Jones DA and Turner MJ (1980) Load tests on post-grouted micropiles in London clay. Ground Engineering 13(6):47-53. R23. Jorden EE and Dobie M (1976) Tests on piles in Keuper Marl for the foundations of a blast furnace at Redcar. Géotechnique 26(1):105-13. R24_01. Kilborn NS, Treharne G and Zarifian V (1989) The use of the standard penetration test for the design of bored piles in the Keuper Marl of Cardiff. In Penetration testing in the UK: Proceedings of the geotechnology conference organized by the Institution of Civil Engineers, Birmingham, Thomas Telford Publishing, pp. 87-92. R24_02. Kilborn NS, Treharne G and Zarifian V (1989) The use of the standard penetration test for the design of bored piles in the Keuper Marl of Cardiff. In Penetration testing in the UK: Proceedings of the geotechnology conference organized by the Institution of Civil Engineers, Birmingham, Thomas Telford Publishing, pp. 87-92. R24_03. Kilborn NS, Treharne G and Zarifian V (1989) The use of the standard penetration test for the design of bored piles in the Keuper Marl of Cardiff. In Penetration testing in the UK: Proceedings of the geotechnology conference organized by the Institution of Civil Engineers, Birmingham, Thomas Telford Publishing, pp. 87-92.

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R24_04. Kilborn NS, Treharne G and Zarifian V (1989) The use of the standard penetration test for the design of bored piles in the Keuper Marl of Cardiff. In Penetration testing in the UK: Proceedings of the geotechnology conference organized by the Institution of Civil Engineers, Birmingham, Thomas Telford Publishing, pp. 87-92. R25. Lam C, Troughton V, Jefferis S and Suckling T (2010) Effect of support fluids on pile performance–a field trial in east London. Ground Engineering 43(10):28-31. R26_01. Leach B, Mallard DJ (1979) The design and installation of precast concrete piles in the Keuper marl of the Severn Estuary. In Proceedings of Conference, Recent Developments in the Design and Construction of Piles. I.C.E., London, Thomas Telford, London, UK., pp. 33-43. R26_02. Leach B, Mallard DJ (1979) The design and installation of precast concrete piles in the Keuper marl of the Severn Estuary. In Proceedings of Conference, Recent Developments in the Design and Construction of Piles. I.C.E., London, Thomas Telford, London, UK., pp. 33-43. R27. Leach B, Medland J and Sutherland H (1976) The ultimate bearing capacity of bored piles in weathered Keuper Marl. In Proceedings of the 6th European conference on Soil Mechanics and Foundation Engineering, Vienna, vol. 1, pp. 507-514. R28. Lord JA (1976) A comparison of three types of driven cast in situ pile in chalk. Géotechnique 26(1):73-93. R29. Lyndon A, Price G, Stansfield L and Wei MJ (1993) Strain measurement in CFA bored piles in soft clay. In Proceedings of the 2rd International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles, BAPII, Ghent, Belgium (WF Impe (ed)), Balkema, Rotterdam, pp. 413-416. R30. Mallard DJ and Ballantyne JL (1976) The behaviour of piles in upper chalk at Littlebrook D power station. Géotechnique 26(1):115-32. R31. Martin J, Budden D and Norman S (2016) Pile tests to justify higher adhesion factors in London Clay. In Proceedings of the Institution of Civil Engineers-Geotechnical Engineering 169(2):121-8. R32. McNamara AM, Suckling T, McKinley B and Stallebrass SE (2014) A field trial of a reusable, hollow, cast-in-situ pile. In Proceedings of the ICE-Geotechnical Engineering 167(4):390-401. R33_01. Meyerhof GG and Murdock LJ (1953) An investigation of the bearing capacity of some bored and driven piles in London Clay. Géotechnique 3(7):267-82. R33_02. Meyerhof GG and Murdock LJ (1953) An investigation of the bearing capacity of some bored and driven piles in London Clay. Géotechnique 3(7):267-82. R34a. Omer JR (1998) Numerical analysis of test pile data from instrumented large-diameter bored piles formed in Keuper Marl (Mercia mudstone). PhD Thesis, University of Glamorgan. R34b. Omer JR, Robinson RB, Delpak R and Shih JK (2003) Large-scale pile tests in Mercia mudstone: Data analysis and evaluation of current design methods. Geotechnical & Geological Engineering 21(3):167-200. R35a. O'Riordan NJ (1982) The mobilisation of shaft adhesion down a bored, cast-in-situ pile in the Woolwich and Reading beds. Ground Engineering 15(3):17-26. R35b. Sherwood DE and Mitchell JM (1989) Base grouted piles in Thanet Sands, London. In Proceedings of the 3rd International Conference on Piling and Deep Foundations,

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London, UK (Burland J and Mitchell J (Eds)), AA Balkema Rotterdam, the Netherlands, pp. 463-472 R36. Patel D, Glover S, Chew J and Austin J (2015) The Pinnacle—Design and construction of large diameter deep base grouted piles in London. Ground Engineering 48(11):24-31. R37_01. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_02. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_03. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_04. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_05. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_06. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_07. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_08. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_09. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_10. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_11. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_12. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_13. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_14. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R37_15. Patel DC (1989) A Case Study of the Shaft Friction of Bored Piles in London Clay in Terms of Total and Effective Stresses. MSc Dissertation, Imperial College London, UK R38. Powell JIM and Skinner H (2013) A review of pile test results and design from a London clay site. In Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, pp. 2827-2830. R39. Searle IW and Bartholomew RF (1976) The behaviour of driven cast in situ and bored piles in weathered chalk. Géotechnique 26(1):21-32. R40_01. Sherwood DE and Mitchell JM (1989) Base grouted piles in Thanet Sands, London. In Proceedings of the 3rd International Conference on Piling and Deep Foundations,

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London, UK (Burland J and Mitchell J (Eds)), AA Balkema Rotterdam, the Netherlands, pp. 463-472. R40_02. Sherwood DE and Mitchell JM (1989) Base grouted piles in Thanet Sands, London. In Proceedings of the 3rd International Conference on Piling and Deep Foundations, London, UK (Burland J and Mitchell J (Eds)), AA Balkema Rotterdam, the Netherlands, pp. 463-472. R40_03. Sherwood DE and Mitchell JM (1989) Base grouted piles in Thanet Sands, London. In Proceedings of the 3rd International Conference on Piling and Deep Foundations, London, UK (Burland J and Mitchell J (Eds)), AA Balkema Rotterdam, the Netherlands, pp. 463-472 R40_04. Sherwood DE and Mitchell JM (1989) Base grouted piles in Thanet Sands, London. In Proceedings of the 3rd International Conference on Piling and Deep Foundations, London, UK (Burland J and Mitchell J (Eds)), AA Balkema Rotterdam, the Netherlands, pp. 463-472 R40_05. Sherwood DE and Mitchell JM (1989) Base grouted piles in Thanet Sands, London. In Proceedings of the 3rd International Conference on Piling and Deep Foundations, London, UK (Burland J and Mitchell J (Eds)), AA Balkema Rotterdam, the Netherlands, pp. 463-472 R41. Steger EH and Derbyshire PH (1975) Piling on to Thanet Sand at Euston Square. Ground Engineering 8:29-33. R42. Suckling T (2003) Driven cast in-situ piles, the CPT and the SPT-two case studies. Ground Engineering 36(10):28-32. R43. Troughton VM and Platis A (1989) The effect of changes in effective stress on base grouted pile in sand. In Proceedings of the 3rd International Conference on Piling and Deep Foundations, London, UK (Burland J and Mitchell J (Eds)), AA Balkema Rotterdam, the Netherlands, pp. 445-453. R44. Unwin H and Jessep RA ( 2004) Long-term pile testing in London Clay: a case study. In Proceedings of the Institution of Civil Engineers-Geotechnical Engineering 157(2): 57- 63 R45. Whitaker T, Cooke RW (1966) An investigation of the shaft and base resistance of large bored piles in London clay. In Proceedings of the Symposium by the Institution of Civil Engineers and the Reinforced Concrete Association; Institution of Civil Engineers, London, UK, pp. 7-49 R46. Whitworth LJ, Turner AJ and Lee RG (1993) Bitumen slip coated trial piles and prototype underreamed trial pile at Angel Square, Islington. Ground Engineering 26(1):28-33 R47. Yeats JA and O'Riordan NJ (1989) The design and construction of large diameter base grouted piles in Thanet Sand at Blackwall Yard, London. In Proceedings of the 3rd International Conference on Piling and Deep Foundations, London, UK (Burland J and Mitchell J (Eds)), AA Balkema Rotterdam, the Netherlands, pp. 455-461. R48. Yeow HC, Nicholson D, Morrison P, Coupland J and Kassir M (2006) Moorhouse, London - Designing for future Crossrail. The Magazine of the Deep Foundations Institute, Winter 2006: 5-10.

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