technical assistance consultant’s report - annexes british standard cbr california bearing ratio...

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Technical Assistance Consultant’s Report - Annexes This consultant’s report does not necessarily reflect the views of ADB or the Government concerned, and ADB and the Government cannot be held liable for its contents. (For project preparatory technical assistance: All the views expressed herein may not be incorporated into the proposed project’s design. Project Number: 41123-014 March 2017 Cambodia: Second Road Asset Management Project Annex A: Corridor Inventories (Bridges, Culverts, Schools, Villages, Communes, Police Stations, Pagodas) Annex B: Traffic Surveys Annex C: Road Crash Records and Low Cost Safety Treatments Annex D: Visual Condition Surveys of Road Corridors Annex E: Pavement Deflection Test Results [FWD] Annex F: Laboratory Test Results [MPWT] Prepared by SHELADIA Associates Inc. USA in association with TANCONS (Cambodia) Co., Ltd, Cambodia For the Ministry of Public Works and Transport and the Asian Development Bank

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Page 1: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Technical Assistance Consultant’s Report - Annexes

This consultant’s report does not necessarily reflect the views of ADB or the Government concerned, and ADB and the Government cannot be held liable for its contents. (For project preparatory technical assistance: All the views expressed herein may not be incorporated into the proposed project’s design.

Project Number: 41123-014 March 2017

Cambodia: Second Road Asset Management Project Annex A: Corridor Inventories (Bridges, Culverts, Schools, Villages, Communes, Police Stations, Pagodas) Annex B: Traffic Surveys Annex C: Road Crash Records and Low Cost Safety Treatments Annex D: Visual Condition Surveys of Road Corridors Annex E: Pavement Deflection Test Results [FWD] Annex F: Laboratory Test Results [MPWT]

Prepared by SHELADIA Associates Inc. USA in association with TANCONS (Cambodia) Co., Ltd, Cambodia

For the Ministry of Public Works and Transport and the Asian Development Bank

Page 2: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

ADB TA 8784-CAM

SECOND ROAD ASSET MANAGEMENT

PROJECT (RAMP-2)

ADDITIONAL FEASIBILITY STUDY, FS-2

Funded by:

The Asian Development Bank

Executing Agency:

Ministry of Public Works and Transport

FINAL REPORT VOLUME 2 - ANNEXES

March 2017

Page 3: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Final Report - March 2017 ADB TA 8784-CAM: Second Road Asset Management Project – Additional Feasibility Study (41123-014)

SHELADIA (USA)/ TANCONS (Cambodia) ii

ADB TA 8784 – CAMBODIA

SECOND ROAD ASSET MANAGEMENT PROJECT (RAMP-2) ADDITIONAL FEASIBILITY STUDY, FS-2

FINAL REPORT VOLUME 2 - ANNEXES

March 2017

SHELADIA Associates Inc. USA in association with TANCONS (Cambodia) Co., Ltd, Cambodia

Page 4: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Final Report - March 2017 ADB TA 8784-CAM: Second Road Asset Management Project – Additional Feasibility Study (41123-014)

SHELADIA (USA)/ TANCONS (Cambodia) iii

TABLE OF CONTENTS

Annex A: Corridor Inventories (Bridges, Culverts, Schools, Villages, Communes, Police Stations, Pagodas) Annex B: Traffic Surveys Annex C: Road Crash Records and Low Cost safety Treatments Annex D: Visual Condition Surveys of Road Corridors Annex E: Pavement Deflection Test Results [FWD] Annex F: Laboratory Test Results [MPWT] Annex G: Bridge Inspections Annex H: Quantity & Cost Estimates Annex I: Climate Change Risk Assessment Annex J: Environmental Assessment Report Annex K: Social & Resettlement Assessment Report Annex L: Quality Assurance Report [Laboratories] Annex M: Quality Assurance Report [Aggregate Crushing & Screening Plant] Annex N: Quality Assurance Report [Field Test Equipment] Annex O: Road Safety Condition Assessment and School Zone Safety Treatment Annex P: Implementation Stages

Page 5: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Final Report - March 2017 ADB TA 8784-CAM: Second Road Asset Management Project – Additional Feasibility Study (41123-014)

SHELADIA (USA)/ TANCONS (Cambodia) iv

LIST OF ABBREVIATIONS

AASHTO American Association of State Highway and Transportation Officials

AC Asphalt Concrete

ADB AH ASEAN

Asian Development Bank

Asian Highway

Association of South East Asian Nations

ASTM American Standard Testing Methods

BOQ Bill of Quantities

BS British Standard

CBR California Bearing Ratio

CDO Central Design Office

DBST Double Bituminous Surface Treatment

DED Detailed Engineering Design

EA Executing Agency

EIRR Economic Internal Rate of Return

FS-1 and FS-2 FHWA

Feasibility Studies 1 and 2

Federal Highway Administration [USA]

GB GSB

Granular Base

Granular Sub-base

IA Implementing Agency

IEE Initial Environmental Examination

LHS Left Hand Side

LTP Lead Technical Professional

MPWT Ministry of Public Works and Transport

NR National Road

NPV Net Present Value

PCU Passenger Car Unit

PPTA Project Preparatory Technical Assistance

QA Quality Assurance

RHS Right Hand Side

ROW Right of Way

RNIP Road Network Improvement Program

PBMC Performance-based Maintenance Contract

pcu Passenger car Unit

PRIP Provincial Road Improvement Program

SBST Single Bituminous Surface Treatment

SPS Safeguard Policy Statement (ADB, 2009)

SAI SHELADIA Associates Inc.

TOR Terms of Reference

VDF Vehicle Damage Factor

Page 6: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

 

 

 

 

 

 

 

 

 

 

 

 

 

Annex A   CORRIDOR INVENTORIES 

Inventory of Bridges 

Condition Survey of Culverts 

Details of Schools along the Corridor 

List of Beneficiary Communes and Villages 

List of Pagodas 

List of Traffic Police Stations 

 

Page 7: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Sl.No. Chainage Length(M) LocationNo.of

elast.bearingType of deck

1 66+340--66+488 6*24.7=148 Stoeng Slot 2*7*6=84 concrete deck

2 88+072--88+173 5*20=100 Prek Kg.Trabek 2*7*6=84 concrete deck

3 89+079--89+124 3*15=45 Kg.Trabek1 2*8*3=48 steel deck

4 90+117--90+153 3*12=36 kg.Trabek2 2*8*3=48 steel deck

5 102+587--102+617 2*15=30 Prey cho la 2*9*2=36 concrete deck

6 119+919--119+934 1*15=15 o Kantuy vey 2*8*1=16 steel deck

7 125+340--120+460 6*20=120 West vayko 6*2*7=84 concrete deck

8 131+751--131+766 1*15=15 Ph.TonleangII 2*8*1=16 steel deck

9 135+589--135+649 4*15=60 Prek Prasot 2*8*4=64 steel deck

10 144+147--144+167 1*20=20 Prek Boeng

Khvang2*8*1=16 concrete deck

1 320+177--320+186 2*4.5=9 Siem Reap

2 328+140--328+169 1*29=29 Siem Reap

3 333+678--333+732 2*27=54 Siem Reap

4 337+666--337+684 1*18=18 Siem Reap

5 343+149--343+158 1*9=9 Siem Reap

6 349+133--349+157 1*24=24 Siem Reap

7 351+340--351+349 1*9=9 Siem Reap

8 352+368--352+398 2*15=30 Siem Reap

9 353+622--353+636 1*14=14 Siem Reap

10 357+942--357+952 2*5=10 Siem Reap

11 358+928--358+938 2*5=10 Siem Reap

12 359+635--359+645 2*5=10 Siem Reap

13 360+037--360+047 2*5=10 Siem Reap

14 360+523--360+533 2*5=10 Siem Reap

15 361+765-361+775 2*5=10 Siem Reap

16 362+543--362+553 2*5=10 Siem Reap

17 363+876--363+894 1*18=18 Siem Reap

18 364+849--364+859 2*5=10 Siem Reap

INVENTORY OF BRIDGES

NR1 Neak Loeng to Bavet 62+150 to 159+000

NR6 Siem Reap to Krolanh-- 317+000 to 367+000

Page 8: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

19 367+704--367+798 3*31.3=94 Bantey Meanchey

Page 9: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Road Name : NR-1 Date: 17 August, 2016

Silted

Box Pipe Slab Length (m)

Dimention (m)

Cell No. Good Bad Good Bad Y/N

Neak Loeung 63+715.00 x 13.5 2.10x2.50 2 x x Y(Partly)

Neak Loeung 64+150.00 x 17.5 2.10x2.50 2 x x Y(Fully)

Neak Loeung 65+100.00 x 20 2.10x2.50 2 Block N

Prah Sdach 70+415.00 x 17 1.00 1 x x Y(Fully)

Prah Sdach 71+665.00 x 16 1.00 1 x x N

Prah Sdach 74+850.00 x 14 1.00 1 x x N

Prah Sdach 75+950.00 x 13 2.50x1.90 1 x x N

Prah Sdach 77+850.00 x 13 1.00 1 x x N

Prah Sdach 78+200.00 x 14 3.30x4.20 2 x x N

Prah Sdach 81+800.00 x 12.4 2.30x1.50 2 x x N

Prah Sdach 86+520.00 x 13 1.00 2 x x N

Kompong Trabek 95+055.00 x 12.4 2.10x1.10 2 x x N

Kompong Trabek 100+610.00 x 14 1.00 3 x x N

Kompong Trabek 102+320.00 x 14 1.00 1 x x N

Svay Chrum 107+823.00 x 12 1.86x1.50 2 x x N

Svay Chrum 108+936.00 x 12 1.90x1.70 2 x x N

Svay Chrum 110+022.00 x 12 1.90x1.50 2 x x N

Svay Chrum 111+100.00 x 12 1.86x1.80 2 x x N

Svay Chrum 112+204.00 x 12 2.00x2.00 2 x x N

Svay Chrum 112+522.00 x 13 2.75x2.10 2 x x N

Svay Chrum 112+650.00 x 13 2.75x2.30 2 x x N

Svay Chrum 112+940.00 x 13 2.10x2.10 2 x x N

Svay Rieng 122+425.00 x 13 1.00 2 x x Y(Partly)

Svay Rieng 123+098.00 x 13 1.00 1 Block Main hole

Svay Rieng 123+250.00 x 29 1.00 1 Block Main hole

Svay Rieng 126+806.00 x 12 1.63x0.90 1 x x Y(Partly)

Svay Rieng 127+706.00 x 13 1.00 1 x x N

Svay Rieng 128+913.00 x 13 1.00 2 x x Y(Partly)

Svay Rieng 129+995.00 x 12 3.00x3.00 3 x x N

Condition Survey Format for Culverts

Location (Province/District) Km

Type Condition of barrel

Condition of Head wallSize

Page 10: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Silted

Box Pipe Slab Length (m)

Dimention (m)

Cell No. Good Bad Good Bad Y/N

Location (Province/District) Km

Type Condition of barrel

Condition of Head wallSize

Svay Rieng 131+192.00 x 14 2.00x1.77 2 x x Y(Partly)

Svay Rieng 132+418.00 x 12 1.75x0.80 3 x x N

Svay Rieng 133+646.00 x 12 1.75x0.90 1 x x Y(Partly)

Svay Rieng 135+179.00 x 15 1.50x1.20 2 x x Y(Partly)

Svay Rieng 136+390.00 x 13 1.00 1 Block

Svay Rieng 136+714.00 x 12 1.00 1 Block

Svay Rieng 137+468.00 x 13 1.00 1 x x Y(Partly)

Svay Teab 138+338.00 x 12 1.55x1.20 3 x x N

Svay Teab 142+647.00 x 12 1.55x1.20 3 x x N

Svay Teab 143+048.00 x 12 1.55x0.9 1 Block

Svay Teab 144+870.00 x 16 1.50x1.20 2 x x Y(Partly)

Svay Teab 145+841.00 x 12 1.50x1.20 2 x x

Svay Teab 146+806.00 x 12 1.50x0.70 2 x x Y(Partly)

Svay Teab 147+948.00 x 12 1.50x1.20 2 x x Y(Partly)

Svay Teab 148+669.00 x 13 1.00 2 x x Y(Fully)

Svay Teab 149+265.00 x 13 1.00 2 x x Y(Fully)

Svay Teab 150+062.00 x 13 1.50x1.00 2 x x Y(Fully)

Svay Teab 150+600.00 x 13 1.50x0.90 1 x x Y(Partly)

Svay Teab 151+127.00 x 14 1.00 1 x x Y(Partly)

Svay Teab 152+186.00 x 13 1.50x0.80 3 x x Y(Partly)

Svay Teab 153+260.00 x 12 1.50x0.85 1 x x Y(Partly)

Svay Teab 155+300.00 x 12 1.50x0.80 1 x x Y(Partly)

Svay Teab 156+450.00 x 12 1.60x0.80 1 x x Y(Partly)

Svay Teab 157+490.00 x 12 1.50x0.50 1 x x Y(Partly)

Svay Teab 158+222.00 x 12 1.50x0.70 1 x x Y(Partly)

Svay Teab 159+336.00 x 12 1.50x0.80 1 x x Y(Partly)

37 18 0

Page 11: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Road Name : NR6 Date:22 to 24 August 2016

Box Pipe Slab Length (m)

Cross Section (mm)

Cell No. Good Bad Good Bad

Siem Reap City 317+890.00 x 15 3.00 1 x x

318+310.00 x 15 1.00 3 x x

318+880.00 x 12 1.20 3 x x

319+660.00 x 15 1.00 3 x x

319+661.00 x 15 3.20 2 x x

321+180.00 x 16 1.20 1 x x

321+900.00 x 17 1.20 1 x x

322+040.00 x 16 1.20 1 block x

322+950.00 x 15 1.20 3 x x

323+350.00 x 16 1.20 1 x x

323+740.00 x 15 1.20 1 x x

324+310.00 x 15 1.20 1 x x

324+510.00 x 16 1.20 1 x x

324+980.00 x 16 1.20 2 x x

325+410.00 x 15 1.20 1 x x

325+900.00 x 15 1.20 1 x x

326+500.00 x 16 1.20 1 x x

327+080.00 x 17 1.20 1 x x

327+490.00 x 17 1.20 4 x x

327+590.00 x 19 1.20 1 x x

329+210.00 x 15 1.20 1 x x

329+480.00 x 16 1.20 1 x x

329+910.00 x 19 1.20 1 x x

Condition Survey Format for Culverts

Location (Province/District) Km

Type Condition of barrel

Condition of Head wallSize

Page 12: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

330+100.00 x 19 1.20 1 x x

330+240.00 x 19 1.20 1 x x

330+970.00 x 18 1.20 1 x x

331+140.00 x 19 1.20 3 x x

331+145.00 x 19 1.20 2 x x

331+520.00 x 19 1.20 1 x x

331+950.00 x 19 1.20 5 x x

332+210.00 x 17 1.20 1 x x

332+430.00 x 19 1.20 1 x x

332+580.00 x 16 1.20 5 x x

332+820.00 x 22 1.20 1 x x

332+995.00 x 16 1.20 5 x x

333+200.00 x 19 1.20 1 x x

333+980.00 x 19 1.20 1 x x

334+050.00 x 11 2.40 1 x x

334+460.00 x 19 1.20 1 x x

334+830.00 x 19 1.20 1 x x

335+010.00 x 11 2.40 1 x x

335+412.00 x 18 1.20 1 x x

335+650.00 x 18 1.20 1 x x

335+910.00 x 18 1.20 1 x x

336+100.00 x 11 2.40 1 x x

336+530.00 x 18 1.20 1 x x

336+900.00 x 11 2.40 1 x x

337+370.00 x 18 1.20 1 x x

337+950.00 x 18 1.20 1 x x

338+240.00 x 18 1.20 1 x x

338+720.00 x 18 1.20 1 x x

338+900.00 x 11 2.40 1 x x

339+210.00 x 17 1.20 1 x x

339+700.00 x 11 2.40 1 x x

339+950.00 x 18 1.20 1 x x

340+280.00 x 11 2.40 1 x x

340+760.00 x 17 1.20 1 x x

341+060.00 x 11 2.40 1 x x

341+360.00 x 17 1.20 1 x x

Page 13: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

341+770.00 x 17 1.20 1 x x

341+985.00 x 17 1.20 1 x x

342+310.00 x 15 1.20 1 x x

342+755.00 x 15 1.20 1 x x

343+080.00 x 11 3.00 2 x x

343+780.00 x 14 1.20 1 x x

344+150.00 x 14 1.20 1 x x

344+850.00 x 16 1.00 4 x x

345+060.00 x 14 1.20 1 x x

345+830.00 x 16 1.20 1 x x

346+060.00 x 15 1.20 1 x x

346+310.00 x 16 1.20 1 x x

346+660.00 x 14 1.20 1 x x

346+960.00 x 14 1.20 1 x x

347+210.00 x 16 1.20 1 x x

347+730.00 x 11 3.00 3 x x

347+950.00 x 16 1.20 1 x x

348+310.00 x 18 1.20 1 x x

348+440.00 x 19 1.20 1 x x

348+860.00 x 17 1.20 1 x x

349+200.00 x 16 1.20 1 x x

350+520.00 x 11 2.40 1 x x

351+000.00 x 17 1.20 3 x x

351+660.00 x 16 1.20 1 x x

351+810.00 x 16 1.20 2 x x

351+970.00 x 17 1.20 1 x x

352+830.00 x 18 1.20 1 x x

353+160.00 x 18 1.20 2 x x

353+860.00 x 16 1.20 1 x x

354+020.00 x 16 1.20 1 x x

354+280.00 x 18 1.20 1 x x

354+440.00 x 17 1.20 1 x x

354+700.00 x 17 1.20 1 x x

355+850.00 x 16 1.20 1 x x

355+130.00 x 17 1.20 1 x x

355+560.00 x 16 1.20 1 x x

Page 14: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

355+890.00 x 16 1.20 1 x x

356+100.00 x 16 1.20 1 x x

356+630.00 x 17 1.20 1 x x

356+930.00 x 15 1.20 1 x x

357+310.00 x 15 1.20 1 x x

357+612.00 x 15 1.20 1 x x

358+260.00 x 15 1.20 1 x x

358+560.00 x 15 1.20 1 x x

1 x x

359+200.00 x 19 1.20 1 x x

360+200.00 x 19 1.20 1 x x

360+700.00 x 16 1.20 1 x x

360+980.00 x 16 1.20 1 x x

361+360.00 x 15 1.20 1 x x

361+970.00 x 16 1.20 1 x x

362+360.00 x 17 1.20 1 x x

362+540.00 x 15 1.20 1 x x

362+860.00 x 17 1.20 2 x x

363+010.00 x 17 1.20 1 x x

363+300.00 x 17 1.20 4 x x

363+530.00 x 17 1.20 2 x x

363+880.00 x 20 1.20 1 x x

364+260.00 x 17 1.20 1 x x

364+360.00 x 17 1.20 1 x x

365+120.00 x 17 1.20 1 x x

365+220.00 x 17 1.20 1 x x

365+500.00 x 16 1.20 1 x x

367+100.00 x 23 1.20 1 x x

13 109 0

Page 15: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

PK x y

1 Primary School Steing Slot 66+000 Left2 Primary School preachdey thom 70+700 Right3 High School Ta Kauk 77+080 542494 1236324 Right4 Primary School Lvea Samduch Ov Samduch Mea 78+300 543716 1235746 Right5 Primary School Kraing Svay 82+400 547492 1233970 Right6 Primary School Kampong Traback 86+850 Right7 Secondary School Kampong Trabeak 95+000 550246 1232748 Left8 Primary School Prasat 96+000 Right9 Hight School Kampong Trabeak 96+200 559374 1232371 Left

10 Primary School Vath Ampil 97+600 562194 1232593 Right1 Primary School Preach Chhor 101+200 565903 1233126 Left2 Primary School Krol Ko 103+950 568147 1232616 Right3 High School Krol Ko 105+100 569346 1232038 Left4 Primary School Preak Tob 111+300 574476 1230306 Right5 High School Hun Sen Svay Chrom 114+500 575963 12291736 Primary School Thmor Sor 117+100 580207 12282857 Primary School Kontu Vey 120+500 583471 1227130 Left8 University Svay Rieng 120+800 583760 1227019 Left9 Hight School Hun Sen Chek 121+900 585071 1226642

10 Teacher Training Center 124+820 587693 1225841 Right11 Hight School Svay Rieng 124+900 587848 1225863 Right12 Primary School Samaky Raing Sey 134+950 596777 122208813 Primary School Meing Sam Phorn Left14 Hight School Chi Phou 150+200 611502 1220511 Left

Number of Schools, Classes, Students and Staff along project Road NR1- from Neak Loeung to Bavet

Svay Rien

g

CoordinatesOn the

side

Pvey V

eng

Pro

vince

District Commune No. Name of Schools

Page 16: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Other

Total Girl Total Girl Total Girl Total Female321+ 000 1 Primary Phav Right

323+700 2 Primary and Secondary School Knat Right

326+100 3 Primary Samdech Krom Preash Left

327+200 4 High School Pork Right327+800 5 Primary Tea Bugn Right329+300 6 Primary Pork Right

333+500 7 Primary+ Secondary School Daun Tror Right

335+300 8 Primary School Toul Vieng Right

338+100 9 Primary School Pak Pan Right343+400 10 High School Left

344+500 11 Primary School Sorsor Sdorm Left

349+850 12 Primary School Prey Chrouk Left

349+950 13 Secondary School Prey Chrouk Left

353+700 14 Primary School Moha Samki Left

Number of Schools, Classes, Students and Staff along project Road NR6 from Siem Reab to KrolungnSi

em R

eap

Name of SchoolsProvince District Commune PK No.Number of Students Teaching Staff Number

of ClassPrimary SchoolSecondary SchoolHigh School

Page 17: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Province Nam

e

District Nam

e

Commune Nam

e

Villages Nam

e

No of Households

No of Population

Tuol Roka 304                     1,401                

Khmaer Eslam 108                     416                    

Preaek Phdau 265                     1,203                

Kampong Trabaek 207                     1,197                

Anlong Reach 287                     1,479                

Total ‐ Kampong Trabaek Commune 1,171                 5,696                

Prasat 556                     2,608                

Ampil 163                     772                    

Poan Voat 175                     856                    

Chroloang 236                     853                    

Doung Tung 352                     795                    

Bei 140                     754                    

Thkov 162                     741                    

Total ‐ Prasat Commune 1,784                 7,379                

Prey Ta Nen 124                     702                    

Doung 181                     846                    

Prey Mnoas 197                     1,182                

Svay Chek 223                     1,152                

Total ‐ Prey Chhor commune 725                    3,882                

Total ‐ Kampong Trabaek District 3,680                 16,957              

Neak Loeang 414                      2,228                 

Preaek Ta Sa 180                     889                    

Preaek Thum 238                     1,289                

Stueng Slout 459                     2,356                

Stueng Santepheap 229                     500                    

Total ‐ Neak Loeang Commune 1,520                 7,262                

1,520                 7,262                

Prey Khla 128                      570                     

Soeng 363                     1,572                

Krang K 'ok 378                     2,112                

Total ‐ Kampong Soeng Commune 869                    4,254                

Sangkae Chong 220                     1,049                

Krang Svay 183                     1,023                

Pring 152                     769                    

Sdau 189                     962                    

Total ‐ Krang Svay Commune 744                    3,803                

Samraong 127                     640                    

Peani 184                     947                    

Total ‐ Lvea Commune 311                    1,587                

1,924                 9,644                

7,124                 33,863              

Avarage 4.75

List of Beneficiary Communes and Villages along NR-1

Kampong Trabaek

Prey Veng

Total ‐ Peam Ro Disrict

Peam

 Ro

Total ‐ Preah Sdach Distict

TOTAL ‐ PREY VENG PROVICES

Preah

 Sdach

Kam

pong Trab

aek

Lvea

Krang Svay

Kampong Soeng

Neak Loeang

Prey Chhor

Prasat

Page 18: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

All

Cod

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Pro

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ode

Pro

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ame

Dis

tric

t C

ode

Dis

tric

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ame

Com

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Cod

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Com

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Nam

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Vill

ages

Cod

e

Vill

ages

Nam

e

Urb

an=

1 / R

ura

l=2

No

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ouse

hold

s

No

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opul

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n

14030701 14 Prey Veng 03 Kampong Trabaek 07 Kampong Trabaek 01 Tuol Roka 2 304 1,401

14030702 14 Prey Veng 03 Kampong Trabaek 07 Kampong Trabaek 02 Khmaer Eslam 2 108 416

14030703 14 Prey Veng 03 Kampong Trabaek 07 Kampong Trabaek 03 Preaek Phdau 2 265 1,203

14030704 14 Prey Veng 03 Kampong Trabaek 07 Kampong Trabaek 04 Anlong Chak 2 106 357

14030705 14 Prey Veng 03 Kampong Trabaek 07 Kampong Trabaek 05 Roka Thum 2 141 612

14030706 14 Prey Veng 03 Kampong Trabaek 07 Kampong Trabaek 06 Kampong Svay Khang Kaeut 2 215 1,035

14030707 14 Prey Veng 03 Kampong Trabaek 07 Kampong Trabaek 07 Kampong Svay Khang Lech 2 96 418

14030708 14 Prey Veng 03 Kampong Trabaek 07 Kampong Trabaek 08 Kampong Trabaek 2 207 1,197

14030709 14 Prey Veng 03 Kampong Trabaek 07 Kampong Trabaek 09 Anlong Reach 2 287 1,479

14030710 14 Prey Veng 03 Kampong Trabaek 07 Kampong Trabaek 10 Boeng Khyang 2 100 530

14030901 14 Prey Veng 03 Kampong Trabaek 09 Prasat 01 Prasat 2 556 2,608

14030902 14 Prey Veng 03 Kampong Trabaek 09 Prasat 02 Chambak 2 375 1,842

14030903 14 Prey Veng 03 Kampong Trabaek 09 Prasat 03 Ampil 2 163 772

14030904 14 Prey Veng 03 Kampong Trabaek 09 Prasat 04 Poan Voat 2 175 856

14030905 14 Prey Veng 03 Kampong Trabaek 09 Prasat 05 Chroloang 2 236 853

14030906 14 Prey Veng 03 Kampong Trabaek 09 Prasat 06 Doung Tung 2 352 795

14030907 14 Prey Veng 03 Kampong Trabaek 09 Prasat 07 Bei 2 140 754

14030908 14 Prey Veng 03 Kampong Trabaek 09 Prasat 08 Phloang 2 220 985

14030909 14 Prey Veng 03 Kampong Trabaek 09 Prasat 09 Thkov 2 162 741

14031101 14 Prey Veng 03 Kampong Trabaek 11 Prey Chhor 01 Prey Ta Nen 2 124 702

14031102 14 Prey Veng 03 Kampong Trabaek 11 Prey Chhor 02 Doung 2 181 846

14031103 14 Prey Veng 03 Kampong Trabaek 11 Prey Chhor 03 Tbaeng 2 235 1,135

14031104 14 Prey Veng 03 Kampong Trabaek 11 Prey Chhor 04 Pnov 2 218 1,041

14031105 14 Prey Veng 03 Kampong Trabaek 11 Prey Chhor 05 A Kreach 2 187 1,042

14031106 14 Prey Veng 03 Kampong Trabaek 11 Prey Chhor 06 Prey Damrei 2 176 909

14031107 14 Prey Veng 03 Kampong Trabaek 11 Prey Chhor 07 Prey Mnoas 2 197 1,182

14031108 14 Prey Veng 03 Kampong Trabaek 11 Prey Chhor 08 Svay Chek 2 223 1,152

14070301 14 Prey Veng 07 Peam Ro 03 Neak Loeang 01 Neak Loeang 2 414 2,228

14070302 14 Prey Veng 07 Peam Ro 03 Neak Loeang 02 Preaek Ta Sa 2 180 889

14070303 14 Prey Veng 07 Peam Ro 03 Neak Loeang 03 Preaek Thum 2 238 1,289

14070304 14 Prey Veng 07 Peam Ro 03 Neak Loeang 04 Stueng Slout 2 459 2,356

14070305 14 Prey Veng 07 Peam Ro 03 Neak Loeang 05 Stueng Santepheap 2 229 500

14070401 14 Prey Veng 07 Peam Ro 04 Peam Mean Chey 01 Thmei 2 162 876

14070402 14 Prey Veng 07 Peam Ro 04 Peam Mean Chey 02 Boeng K'aek 2 240 1,268

14070403 14 Prey Veng 07 Peam Ro 04 Peam Mean Chey 03 Boeng Phsaot 2 301 1,393

14070404 14 Prey Veng 07 Peam Ro 04 Peam Mean Chey 04 Chamkar Veaeng 2 150 695

14070405 14 Prey Veng 07 Peam Ro 04 Peam Mean Chey 05 Banlech 2 514 2,360

14090501 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 01 Svay 2 105 568

14090502 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 02 Pilea 2 139 631

14090503 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 03 Srah Thkov 2 197 1,049

14090504 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 04 Prey Khla 2 128 570

14090505 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 05 Phniet 2 71 352

14090506 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 06 Svay Bang 2 149 646

14090507 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 07 Ta Mau 2 370 1,696

14090508 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 08 Soeng 2 363 1,572

14090509 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 09 Veal 2 81 426

14090510 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 10 Kandal 2 257 1,282

14090511 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 11 Krang K 'ok 2 378 2,112

14090512 14 Prey Veng 09 Preah Sdach 05 Kampong Soeng 12 Chumrov 2 281 1,288

14090601 14 Prey Veng 09 Preah Sdach 06 Krang Svay 01 Sangkae Chong 2 220 1,049

14090602 14 Prey Veng 09 Preah Sdach 06 Krang Svay 02 Pou 2 229 1,161

14090603 14 Prey Veng 09 Preah Sdach 06 Krang Svay 03 Krang Svay 2 183 1,023

14090604 14 Prey Veng 09 Preah Sdach 06 Krang Svay 04 Tuol Mean Kun 2 191 1,100

14090605 14 Prey Veng 09 Preah Sdach 06 Krang Svay 05 Sonan Chai 2 164 835

14090606 14 Prey Veng 09 Preah Sdach 06 Krang Svay 06 Peay Neay 2 165 842

14090607 14 Prey Veng 09 Preah Sdach 06 Krang Svay 07 Pring 2 152 769

14090608 14 Prey Veng 09 Preah Sdach 06 Krang Svay 08 Kouk Sampov 2 86 490

14090609 14 Prey Veng 09 Preah Sdach 06 Krang Svay 09 Srah Kaev 2 87 405

14090610 14 Prey Veng 09 Preah Sdach 06 Krang Svay 10 Sdau 2 189 962

14090701 14 Prey Veng 09 Preah Sdach 07 Lvea 01 Samraong 2 127 640

14090702 14 Prey Veng 09 Preah Sdach 07 Lvea 02 Tnaot Chroh 2 191 944

14090703 14 Prey Veng 09 Preah Sdach 07 Lvea 03 Peani 2 184 947

14090704 14 Prey Veng 09 Preah Sdach 07 Lvea 04 Thum 2 139 636

14090705 14 Prey Veng 09 Preah Sdach 07 Lvea 05 Boeng Snao 2 174 897

14090706 14 Prey Veng 09 Preah Sdach 07 Lvea 06 Lvea 2 175 763

14090707 14 Prey Veng 09 Preah Sdach 07 Lvea 07 Svay Kdieb 2 81 427

14090708 14 Prey Veng 09 Preah Sdach 07 Lvea 08 Prey Kduoch 2 118 435

14090709 14 Prey Veng 09 Preah Sdach 07 Lvea 09 Kampong Thnal 2 45 327

14090710 14 Prey Veng 09 Preah Sdach 07 Lvea 10 Ta Kouk 2 145 838

14090711 14 Prey Veng 09 Preah Sdach 07 Lvea 11 Prum Khsach 2 144 751

District, Commune and Village Statistics along NR-1 [Prey Veng]

Page 19: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Province Nam

e

District Nam

e

Commune Nam

e

Villages Nam

e

No of Households

No of Population

Bati Trapeang Phlong 258 1128

Total ‐ Bati Sangkat 258                    1,128                

Ta Boeb 505 2382

Ta Pov 450 1817

Bavet Leu 420 1844

Bavet Kandal 510 2587

Total ‐ Bavet Sangkat 1,885                 8,630                

Kouk Lvieng 296 1431

Kampout Chruk 125 624

Chrey Thum 198 1027

Prey Tob 120 624

Angk Sala 122 657

Total ‐ Prey Angkunh Sangkat 861                    4,363                

Thnal Cheat 57 272

Prey Phdau 151 770

Sameakki 46 234

Dambouk Chuor 94 466

Tuol Ampil 236 1163

Kampout Pras 99 561

Sala Tean 59 283

Prey Tob 117 575

Thmei 89 450

Total ‐ Chak Mtes Commune 948                    4,774                

Total ‐ Chantrea District/Bavet Twon 3,004                 14,121              

Ta Chour 90 378

Ta Nar 303 1308

Khousang 168 805

Sameakki 157 732

Svay Toea 120 618

Total ‐ Svay Toea Sangkat 838                    3,841                

Total ‐ Svay Rieng Twon 466                    2,372                

Daeum Pou 115 559

Svay Ta Yean 138 631

Total ‐ Svay Tayean Commune 253                    1,190                

Total ‐ Kampong Rou District 1,091                 5,031                

Pnov 260 1282

Angkeas Dei 257 1257

Trabaek Prahaong 290 1476

Ta Pa 469 2284

Total ‐ Ta Suos Commune 1,276                 6,299                

Svay 233 1048

Thmol 253 1250

Chrak Mtes

Svay Rieng

Bavet Town

Svay Rieng Town

List of Beneficiary Communes and Villages along NR-1 [Svay Rieng]

Kampong Rou

Bavet

Prey Angkunh

Svay Ta Yean

Svay Toea

Ta Suos

Chek

Page 20: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Province Nam

e

District Nam

e

Commune Nam

e

Villages Nam

e

No of Households

No of Population

Chek 297 1188

Total ‐ Chek Commune 783                    3,486                

Kouk Pring Doun Leaeb 403 1892

Total ‐ Kouk Pring Commune 403                    1,892                

Thlok 304 1586

Prey Nhay 285 1419

Kouk Kandaol 167 754

Total ‐ Kraol Kou Commune 756                    3,759                

Thma Sa 184 926

Trabaek 159 836

Svay Kngao 117 628

Preaek Tob 52 276

Total ‐ Svay Chrum Commune 512                    2,666                

Total ‐ Svay Chrum District 3,730                 18,102              

Prasoutr Ti Muoy 241 964

Prasoutr Ti Pir 172 832

Banteay 185 937

Thnal Kaeng 133 726

Lieb 244 1066

Kbal Thnal 160 774

Daeum Pou 111 547

Total ‐ Kandieng Reay Commune 1,246                 5,846                

Romeang Thkaol Tonlieng 157 734

Total ‐ Romeang Thkaol Commune 157                    734                   

Sambuor Tuol Angkob 290 1291

Total ‐ Sambuor Commune 290                    1,291                

Thmei 173 965

Bak Ronoas 204 1008

Total ‐ Sangkhoar Commune 377                    1,973                

Total ‐ Svay Teap District 3,018                 14,618              

10,843               51,872              

Avarage 4.78

Kandieng Reay

Sangkhoar

TOTAL ‐ SVAY RIENG PROVINCE

Svay Chrum

Svay Teap

Kraol Kou

Svay Chrum

Page 21: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

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20010101 20 Svay Rieng 01 Chantrea 01 Bati 01 Trapeang Phlong 2 258 1,128

20010102 20 Svay Rieng 01 Chantrea 01 Bati 02 Thnanh 2 235 1,150

20010103 20 Svay Rieng 01 Chantrea 01 Bati 03 Prasab Leak 2 159 715

20010104 20 Svay Rieng 01 Chantrea 01 Bati 04 Chrak Ruessei 2 105 529

20010105 20 Svay Rieng 01 Chantrea 01 Bati 05 Thnal Kaeng 2 204 1,150

20010201 20 Svay Rieng 01 Chantrea 02 Bavet 01 Ta Boeb 2 505 2,382

20010202 20 Svay Rieng 01 Chantrea 02 Bavet 02 Ta Pov 2 450 1,817

20010203 20 Svay Rieng 01 Chantrea 02 Bavet 03 Bavet Leu 2 420 1,844

20010204 20 Svay Rieng 01 Chantrea 02 Bavet 04 Bavet Kandal 2 510 2,587

20010205 20 Svay Rieng 01 Chantrea 02 Bavet 05 Chrak Leav 2 267 1,236

20010701 20 Svay Rieng 01 Chantrea 07 Prey Angkunh 01 Kouk Lvieng 2 296 1,431

20010702 20 Svay Rieng 01 Chantrea 07 Prey Angkunh 02 Kampout Chruk 2 125 624

20010703 20 Svay Rieng 01 Chantrea 07 Prey Angkunh 03 Chrey Thum 2 198 1,027

20010704 20 Svay Rieng 01 Chantrea 07 Prey Angkunh 04 Prey Tob 2 120 624

20010705 20 Svay Rieng 01 Chantrea 07 Prey Angkunh 05 Angk Sala 2 122 657

20010706 20 Svay Rieng 01 Chantrea 07 Prey Angkunh 06 Kampout Liep 2 105 475

20010707 20 Svay Rieng 01 Chantrea 07 Prey Angkunh 07 Prey Angkunh 2 138 630

20010708 20 Svay Rieng 01 Chantrea 07 Prey Angkunh 08 Bos Krasang 2 98 464

20020901 20 Svay Rieng 02 Kampong Rou 09 Svay Ta Yean 01 Prey Stieng 2 188 1,046

20020902 20 Svay Rieng 02 Kampong Rou 09 Svay Ta Yean 02 Trapeang Trach 2 173 720

20020903 20 Svay Rieng 02 Kampong Rou 09 Svay Ta Yean 03 Sek Chrum 2 190 897

20020904 20 Svay Rieng 02 Kampong Rou 09 Svay Ta Yean 04 Ream Chour 2 191 943

20020905 20 Svay Rieng 02 Kampong Rou 09 Svay Ta Yean 05 Prey Praeus 2 181 832

20020906 20 Svay Rieng 02 Kampong Rou 09 Svay Ta Yean 06 Prey Thlok 2 280 1,310

20020907 20 Svay Rieng 02 Kampong Rou 09 Svay Ta Yean 07 Bos 2 251 1,119

20020908 20 Svay Rieng 02 Kampong Rou 09 Svay Ta Yean 08 Pou Thmei 2 272 1,194

20020909 20 Svay Rieng 02 Kampong Rou 09 Svay Ta Yean 09 Daeum Pou 2 115 559

20020910 20 Svay Rieng 02 Kampong Rou 09 Svay Ta Yean 10 Svay Ta Yean 2 138 631

20021001 20 Svay Rieng 02 Kampong Rou 10 Svay Toea 01 Ta Chour 2 90 378

20021002 20 Svay Rieng 02 Kampong Rou 10 Svay Toea 02 Ta Nar 2 303 1,308

20021003 20 Svay Rieng 02 Kampong Rou 10 Svay Toea 03 Khousang 2 168 805

20021004 20 Svay Rieng 02 Kampong Rou 10 Svay Toea 04 Teahean Kraom 2 155 748

20021005 20 Svay Rieng 02 Kampong Rou 10 Svay Toea 05 Teahean Leu 2 91 425

20021006 20 Svay Rieng 02 Kampong Rou 10 Svay Toea 06 Sameakki 2 157 732

20021007 20 Svay Rieng 02 Kampong Rou 10 Svay Toea 07 Svay Toea 2 120 618

20050501 20 Svay Rieng 05 Svay Chrum 05 Ta Suos 01 Pnov 2 260 1,282

20050502 20 Svay Rieng 05 Svay Chrum 05 Ta Suos 02 Angkeas Dei 2 257 1,257

20050503 20 Svay Rieng 05 Svay Chrum 05 Ta Suos 03 Svay K'aer 2 311 1,558

20050504 20 Svay Rieng 05 Svay Chrum 05 Ta Suos 04 Chambak Kaong 2 273 1,381

20050505 20 Svay Rieng 05 Svay Chrum 05 Ta Suos 05 Boeng Andaeng 2 333 1,232

20050506 20 Svay Rieng 05 Svay Chrum 05 Ta Suos 06 Traok 2 197 1,017

20050507 20 Svay Rieng 05 Svay Chrum 05 Ta Suos 07 Trabaek Prahaong 2 290 1,476

20050508 20 Svay Rieng 05 Svay Chrum 05 Ta Suos 08 Ta Pa 2 469 2,284

20050601 20 Svay Rieng 05 Svay Chrum 06 Chek 01 Svay 2 233 1,048

20050602 20 Svay Rieng 05 Svay Chrum 06 Chek 02 Thmol 2 253 1,250

20050603 20 Svay Rieng 05 Svay Chrum 06 Chek 03 Svat 2 46 193

20050604 20 Svay Rieng 05 Svay Chrum 06 Chek 04 Totea 2 333 1,539

20050605 20 Svay Rieng 05 Svay Chrum 06 Chek 05 Chek 2 297 1,188

20050606 20 Svay Rieng 05 Svay Chrum 06 Chek 06 Chambak 2 348 1,747

20050607 20 Svay Rieng 05 Svay Chrum 06 Chek 07 Kandal 2 105 490

20050608 20 Svay Rieng 05 Svay Chrum 06 Chek 08 Meloung 2 145 711

20050609 20 Svay Rieng 05 Svay Chrum 06 Chek 09 Khleang 2 109 524

20050610 20 Svay Rieng 05 Svay Chrum 06 Chek 10 Kok Pae 2 81 418

20050901 20 Svay Rieng 05 Svay Chrum 09 Kouk Pring 01 Kdompi 2 218 1,066

20050902 20 Svay Rieng 05 Svay Chrum 09 Kouk Pring 02 Kantuot Praong 2 215 1,118

20050903 20 Svay Rieng 05 Svay Chrum 09 Kouk Pring 03 Thna 2 126 621

20050904 20 Svay Rieng 05 Svay Chrum 09 Kouk Pring 04 Kandal 2 75 354

20050905 20 Svay Rieng 05 Svay Chrum 09 Kouk Pring 05 Angk Kabbas 2 130 613

20050906 20 Svay Rieng 05 Svay Chrum 09 Kouk Pring 06 Svay Prahut 2 247 1,237

20050907 20 Svay Rieng 05 Svay Chrum 09 Kouk Pring 07 Leach Chhuk 2 170 814

20050908 20 Svay Rieng 05 Svay Chrum 09 Kouk Pring 08 Chambak Thloeng 2 152 721

20050909 20 Svay Rieng 05 Svay Chrum 09 Kouk Pring 09 Tbaeng 2 216 1,061

20050910 20 Svay Rieng 05 Svay Chrum 09 Kouk Pring 10 Doun Leaeb 2 403 1,892

20051001 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 01 Thlok 2 304 1,586

District, Commune and Village Statistics along NR-1 [Svay Rieng]

Page 22: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

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20051002 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 02 Prey Nhay 2 285 1,419

20051003 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 03 Kraol Kou 2 159 767

20051004 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 04 Kouk Kandaol 2 167 754

20051005 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 05 Banla S'et 2 150 732

20051006 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 06 Khuoch 2 258 1,242

20051007 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 07 Boeng Rae Khang Tboung 2 207 964

20051008 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 08 Boeng Rae Khang Cheung 2 205 987

20051009 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 09 Ruessei Chuor Khang Cheung 2 246 1,143

20051010 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 10 Ruessei Chuor Khang Tboung 2 102 425

20051011 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 11 Prey Khla 2 153 693

20051012 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 12 Prey Thnong 2 146 618

20051013 20 Svay Rieng 05 Svay Chrum 10 Kraol Kou 13 Ruessei Totueng 2 98 458

20051101 20 Svay Rieng 05 Svay Chrum 11 Kruos 01 Chambak 2 216 944

20051102 20 Svay Rieng 05 Svay Chrum 11 Kruos 02 Thna 2 225 1,102

20051103 20 Svay Rieng 05 Svay Chrum 11 Kruos 03 Kruos 2 144 623

20051104 20 Svay Rieng 05 Svay Chrum 11 Kruos 04 Krau 2 200 960

20051105 20 Svay Rieng 05 Svay Chrum 11 Kruos 05 Rovieng 2 238 1,015

20051106 20 Svay Rieng 05 Svay Chrum 11 Kruos 06 Samraong 2 236 1,100

20051107 20 Svay Rieng 05 Svay Chrum 11 Kruos 07 Krasang Chrum 2 450 1,863

20051108 20 Svay Rieng 05 Svay Chrum 11 Kruos 08 Phluoh 2 196 853

20051109 20 Svay Rieng 05 Svay Chrum 11 Kruos 09 Kandal 2 186 889

20051110 20 Svay Rieng 05 Svay Chrum 11 Kruos 10 Lvea 2 131 593

20051111 20 Svay Rieng 05 Svay Chrum 11 Kruos 11 Traok 2 243 1,113

20051401 20 Svay Rieng 05 Svay Chrum 14 Svay Chrum 01 Thma Sa 2 184 926

20051402 20 Svay Rieng 05 Svay Chrum 14 Svay Chrum 02 Trabaek 2 159 836

20051403 20 Svay Rieng 05 Svay Chrum 14 Svay Chrum 03 Khmot 2 155 784

20051404 20 Svay Rieng 05 Svay Chrum 14 Svay Chrum 04 Svay Chrum 2 178 812

20051405 20 Svay Rieng 05 Svay Chrum 14 Svay Chrum 05 Boeng Veaeng 2 152 687

20051406 20 Svay Rieng 05 Svay Chrum 14 Svay Chrum 06 Svay Kngao 2 117 628

20051407 20 Svay Rieng 05 Svay Chrum 14 Svay Chrum 07 Preaek Tob 2 52 276

20070101 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 01 Kampout Skear 2 122 498

20070102 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 02 Thnal Cheat 2 57 272

20070103 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 03 Chrak Mtes 2 246 1,263

20070104 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 04 Prey Phdau 2 151 770

20070105 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 05 Sameakki 2 46 234

20070106 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 06 Thnal Totueng 2 127 693

20070107 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 07 Dambouk Chuor 2 94 466

20070108 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 08 Tuol Ampil 2 236 1,163

20070109 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 09 Veal 2 105 495

20070110 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 10 Kampout Pras 2 99 561

20070111 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 11 Sala Tean 2 59 283

20070112 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 12 Prey Tob 2 117 575

20070113 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 13 Bat Sloek 2 39 209

20070114 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 14 Thmei 2 89 450

20070115 20 Svay Rieng 07 Svay Teab 01 Chrak Mtes 15 Thlok 2 274 1,355

20070301 20 Svay Rieng 07 Svay Teab 03 Kandieng Reay 01 Prasoutr Ti Muoy 2 241 964

20070302 20 Svay Rieng 07 Svay Teab 03 Kandieng Reay 02 Prasoutr Ti Pir 2 172 832

20070303 20 Svay Rieng 07 Svay Teab 03 Kandieng Reay 03 Banteay 2 185 937

20070304 20 Svay Rieng 07 Svay Teab 03 Kandieng Reay 04 Thnal Kaeng 2 133 726

20070305 20 Svay Rieng 07 Svay Teab 03 Kandieng Reay 05 Lieb 2 244 1,066

20070306 20 Svay Rieng 07 Svay Teab 03 Kandieng Reay 06 Kbal Thnal 2 160 774

20070307 20 Svay Rieng 07 Svay Teab 03 Kandieng Reay 07 Daeum Pou 2 111 547

20070308 20 Svay Rieng 07 Svay Teab 03 Kandieng Reay 08 Kandieng Reay 2 249 1,243

20070309 20 Svay Rieng 07 Svay Teab 03 Kandieng Reay 09 Chob 2 274 1,334

20070901 20 Svay Rieng 07 Svay Teab 09 Sambuor 01 Tuol Angkob 2 290 1,291

20070902 20 Svay Rieng 07 Svay Teab 09 Sambuor 02 Thmei 2 214 936

20070903 20 Svay Rieng 07 Svay Teab 09 Sambuor 03 Trapeang Ampil 2 151 690

20070904 20 Svay Rieng 07 Svay Teab 09 Sambuor 04 Prey Totueng 2 264 1,264

20070905 20 Svay Rieng 07 Svay Teab 09 Sambuor 05 Ou K'am 2 155 688

20070906 20 Svay Rieng 07 Svay Teab 09 Sambuor 06 Sangkruoh 2 158 779

20070907 20 Svay Rieng 07 Svay Teab 09 Sambuor 07 Sambuor 2 226 1,098

20070908 20 Svay Rieng 07 Svay Teab 09 Sambuor 08 Prey Samphor 2 192 912

20071001 20 Svay Rieng 07 Svay Teab 10 Sangkhoar 01 Thmei 2 173 965

20071002 20 Svay Rieng 07 Svay Teab 10 Sangkhoar 02 Bak Ronoas 2 204 1,008

20071003 20 Svay Rieng 07 Svay Teab 10 Sangkhoar 03 Thlok 2 138 621

20071004 20 Svay Rieng 07 Svay Teab 10 Sangkhoar 04 Srama Chrum 2 89 459

20071005 20 Svay Rieng 07 Svay Teab 10 Sangkhoar 05 Chambak Peam 2 133 647

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20071006 20 Svay Rieng 07 Svay Teab 10 Sangkhoar 06 Preah Tonle 2 185 952

20071007 20 Svay Rieng 07 Svay Teab 10 Sangkhoar 07 Pophlea 2 242 1,111

20071008 20 Svay Rieng 07 Svay Teab 10 Sangkhoar 08 Ak Neak 2 255 1,616

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Kampong Thkov Pir 130 683Kouk Doung 66 338

Chambak Haer 132 736Total - Kampong Thkov Commune 328 1,757

Trapeang Chrang 53 256Kralanh 265 1,460

Pechchour 272 1,572Total - Kralanh Commune 590 3,288

Lhong 60 381Kouk Trom 88 443Rumdeng 91 469

Kumru 217 1,002Kouk Chas 62 345

Phlang 81 576Total - Sranal Commune 599 3,216

Total - Kralanh District 1,517 8,261Svay 302 1,553

Sasar Sdam 170 811Kouk Run 120 650Kouk Chas 46 275Kouk Pnov 113 641

Damnak Slanh 175 945Pak Pan 165 981

Total - Sasar Sdam Commune 1,091 5,856Kumru 117 612

Doun Tro 165 792Stueng Preah Srok 195 1,111

Kouk Srama 127 693Tuol Rovieng 186 978Kouk Thmei 131 677

Total - Lvea Commune 921 4,863Puok Chas 230 1,191

Prayut 203 1,126Kouk Chuon 126 716Kouk Srok 159 963

Kouk Doung 208 1,139Kouk Thmei 347 1,933

Chambak Haer 372 2,091Ou Ta Prak 184 1,020

Total - Puok Commune 1,829 10,179Prey Chruk 187 1,051

Ketteyos 142 839Phlang 170 880

Total - Prey Chruk Commune 499 2,770Total - Puok District 5,970 32,419

Khnat 151 839Kouk Snuol 168 841

Svay 90 490Boeng Khnar 99 552Prey Kmeng 83 424Tuek Thla 87 451

Total - Khnat Commune 678 3,597Kouk Doung 314 1,594

Sandan 257 1,465Prayut 103 547

Tuek Thla 82 482Chey 196 1,066

Total - Teuk Vil Commune 952 5,154Total - Siem Reap Town 1,630 8,751TOTAL - SIEM REAP PROVINCE 9,117 49,431

Avarage 5

List of Beneficiary Communes & Villages along NR-6 in Siem Reap Province

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17060201 17 Siem Reap 06 Kralanh 02 Kampong Thkov 01 Kampong Thkov Muoy 1 178 92217060202 17 Siem Reap 06 Kralanh 02 Kampong Thkov 02 Kampong Thkov Pir 1 130 68317060203 17 Siem Reap 06 Kralanh 02 Kampong Thkov 03 Khsach 1 102 58017060204 17 Siem Reap 06 Kralanh 02 Kampong Thkov 04 Ou Thkov 1 107 53517060205 17 Siem Reap 06 Kralanh 02 Kampong Thkov 05 Kouk Doung 1 66 33817060206 17 Siem Reap 06 Kralanh 02 Kampong Thkov 06 Dour Dantrei 1 110 54517060207 17 Siem Reap 06 Kralanh 02 Kampong Thkov 07 Chambak Haer 2 132 73617060208 17 Siem Reap 06 Kralanh 02 Kampong Thkov 08 Phnum Trong Bat 2 127 70717060301 17 Siem Reap 06 Kralanh 03 Kralanh 01 Ta Chraeng 2 94 49217060302 17 Siem Reap 06 Kralanh 03 Kralanh 02 Trapeang Chrang 2 53 25617060303 17 Siem Reap 06 Kralanh 03 Kralanh 03 Ou Kralanh 2 101 53817060304 17 Siem Reap 06 Kralanh 03 Kralanh 04 Kaoh Krabau 2 116 72117060305 17 Siem Reap 06 Kralanh 03 Kralanh 05 Kralanh 2 265 146017060306 17 Siem Reap 06 Kralanh 03 Kralanh 06 Pechchour 2 272 157217060307 17 Siem Reap 06 Kralanh 03 Kralanh 07 Sampov Lun 2 114 61217060901 17 Siem Reap 06 Kralanh 09 Sranal 01 Lhong 2 60 38117060902 17 Siem Reap 06 Kralanh 09 Sranal 02 Sranal 2 198 94117060903 17 Siem Reap 06 Kralanh 09 Sranal 03 Kouk Trom 2 88 44317060904 17 Siem Reap 06 Kralanh 09 Sranal 04 Rumdeng 2 91 46917060905 17 Siem Reap 06 Kralanh 09 Sranal 05 Kumru 2 217 100217060906 17 Siem Reap 06 Kralanh 09 Sranal 06 Tang Yu 2 82 40317060907 17 Siem Reap 06 Kralanh 09 Sranal 07 Tonloab 2 134 72317060908 17 Siem Reap 06 Kralanh 09 Sranal 08 Slaeng 2 236 109517060909 17 Siem Reap 06 Kralanh 09 Sranal 09 Kouk Chas 2 62 34517060910 17 Siem Reap 06 Kralanh 09 Sranal 10 Phlang 2 81 57617060911 17 Siem Reap 06 Kralanh 09 Sranal 11 Mean Chey 2 127 70717060912 17 Siem Reap 06 Kralanh 09 Sranal 12 Kouk Tnaot 2 103 52917060913 17 Siem Reap 06 Kralanh 09 Sranal 13 Rovieng 2 186 82517060914 17 Siem Reap 06 Kralanh 09 Sranal 14 Chhnoun 2 64 33517070101 17 Siem Reap 07 Puok 01 Sasar Sdam 01 Svay 2 302 155317070102 17 Siem Reap 07 Puok 01 Sasar Sdam 02 Sasar Sdam 2 170 81117070103 17 Siem Reap 07 Puok 01 Sasar Sdam 03 Kouk Kandal 2 78 41217070104 17 Siem Reap 07 Puok 01 Sasar Sdam 04 Kouk Run 2 120 65017070105 17 Siem Reap 07 Puok 01 Sasar Sdam 05 Kouk Chas 2 46 27517070106 17 Siem Reap 07 Puok 01 Sasar Sdam 06 Pongro Thmei 2 99 50517070107 17 Siem Reap 07 Puok 01 Sasar Sdam 07 Kouk Pnov 2 113 64117070108 17 Siem Reap 07 Puok 01 Sasar Sdam 08 Kouk Chrey 2 142 83217070109 17 Siem Reap 07 Puok 01 Sasar Sdam 09 Khcheay 2 298 177117070110 17 Siem Reap 07 Puok 01 Sasar Sdam 10 Kouk Tnaot 2 140 75017070111 17 Siem Reap 07 Puok 01 Sasar Sdam 11 Damnak Slanh 2 175 94517070112 17 Siem Reap 07 Puok 01 Sasar Sdam 12 Pak Pan 2 165 98117070113 17 Siem Reap 07 Puok 01 Sasar Sdam 13 Chan Ta Say 2 111 57517070114 17 Siem Reap 07 Puok 01 Sasar Sdam 14 Pongro Chas 2 159 71717070501 17 Siem Reap 07 Puok 05 Khnat 01 Khnat 2 151 83917070502 17 Siem Reap 07 Puok 05 Khnat 02 Pralay 2 132 71517070503 17 Siem Reap 07 Puok 05 Khnat 03 Kouk Snuol 2 168 84117070504 17 Siem Reap 07 Puok 05 Khnat 04 Trameng 2 85 47217070505 17 Siem Reap 07 Puok 05 Khnat 05 Svay 2 90 49017070506 17 Siem Reap 07 Puok 05 Khnat 06 Prey Thlok 2 147 69017070507 17 Siem Reap 07 Puok 05 Khnat 07 Chrolong 2 168 89417070508 17 Siem Reap 07 Puok 05 Khnat 08 Kouk Trach 2 161 96017070509 17 Siem Reap 07 Puok 05 Khnat 09 Ampil Peam 2 204 125017070510 17 Siem Reap 07 Puok 05 Khnat 10 Boeng Khnar 2 99 55217070511 17 Siem Reap 07 Puok 05 Khnat 11 Prey Kmeng 2 83 42417070512 17 Siem Reap 07 Puok 05 Khnat 12 Tuek Thla 2 87 45117070701 17 Siem Reap 07 Puok 07 Lvea 01 Kumru 2 117 61217070702 17 Siem Reap 07 Puok 07 Lvea 02 Doun Tro 2 165 79217070703 17 Siem Reap 07 Puok 07 Lvea 03 Stueng Preah Srok 2 195 111117070704 17 Siem Reap 07 Puok 07 Lvea 04 Kouk Srama 2 127 69317070705 17 Siem Reap 07 Puok 07 Lvea 05 Tuol Rovieng 2 186 97817070706 17 Siem Reap 07 Puok 07 Lvea 06 Kouk Thmei 2 131 67717070707 17 Siem Reap 07 Puok 07 Lvea 07 Prohut 2 55 32917070708 17 Siem Reap 07 Puok 07 Lvea 08 Chreas 2 182 114817070709 17 Siem Reap 07 Puok 07 Lvea 09 Lvea 2 250 1345

District, Commune and Village Statistics along NR-6 [Siem Reap]

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17070710 17 Siem Reap 07 Puok 07 Lvea 10 Roka 2 153 81517070711 17 Siem Reap 07 Puok 07 Lvea 11 Preah Angk Trong 2 102 52017070712 17 Siem Reap 07 Puok 07 Lvea 12 Snao 2 135 63017071001 17 Siem Reap 07 Puok 10 Puok 01 Puok Chas 2 230 119117071002 17 Siem Reap 07 Puok 10 Puok 02 Prayut 2 203 112617071003 17 Siem Reap 07 Puok 10 Puok 03 Kouk Chuon 2 126 71617071004 17 Siem Reap 07 Puok 10 Puok 04 Kampong Ta Yang 2 183 94617071005 17 Siem Reap 07 Puok 10 Puok 05 Kouk Srok 2 159 96317071006 17 Siem Reap 07 Puok 10 Puok 06 Ta Tok 2 203 109217071007 17 Siem Reap 07 Puok 10 Puok 07 Kouk Doung 2 208 113917071008 17 Siem Reap 07 Puok 10 Puok 08 Kouk Thmei 2 347 193317071009 17 Siem Reap 07 Puok 10 Puok 09 Puok Thmei 2 96 58017071010 17 Siem Reap 07 Puok 10 Puok 10 Chambak Haer 2 372 209117071011 17 Siem Reap 07 Puok 10 Puok 11 Ou Ta Prak 2 184 102017071101 17 Siem Reap 07 Puok 11 Prey Chruk 01 Prey Chruk 2 187 105117071102 17 Siem Reap 07 Puok 11 Prey Chruk 02 Ketteyos 2 142 83917071103 17 Siem Reap 07 Puok 11 Prey Chruk 03 Doun Tok 2 129 69417071104 17 Siem Reap 07 Puok 11 Prey Chruk 04 Svay Chantor 2 202 115917071105 17 Siem Reap 07 Puok 11 Prey Chruk 05 Prasat 2 136 70317071106 17 Siem Reap 07 Puok 11 Prey Chruk 06 Phlang 2 170 88017071107 17 Siem Reap 07 Puok 11 Prey Chruk 07 Prab Mai 2 80 40217071108 17 Siem Reap 07 Puok 11 Prey Chruk 08 Chres 2 68 36917071109 17 Siem Reap 07 Puok 11 Prey Chruk 09 Pradak 2 220 109417071110 17 Siem Reap 07 Puok 11 Prey Chruk 10 Chranieng 2 106 59717071111 17 Siem Reap 07 Puok 11 Prey Chruk 11 Ta Mouk 2 77 37917071112 17 Siem Reap 07 Puok 11 Prey Chruk 12 Pongro 2 106 51017071401 17 Siem Reap 07 Puok 14 Tuek Vil 01 Kouk Doung 2 314 159417071402 17 Siem Reap 07 Puok 14 Tuek Vil 02 Sandan 2 257 146517071403 17 Siem Reap 07 Puok 14 Tuek Vil 03 Chrey 2 210 104117071404 17 Siem Reap 07 Puok 14 Tuek Vil 04 Prayut 2 103 54717071405 17 Siem Reap 07 Puok 14 Tuek Vil 05 Banteay Chheu 2 149 81017071406 17 Siem Reap 07 Puok 14 Tuek Vil 06 Tuek Vil 2 82 48217071407 17 Siem Reap 07 Puok 14 Tuek Vil 07 Prei Chas 2 118 66117071408 17 Siem Reap 07 Puok 14 Tuek Vil 08 Tuek Thla 2 82 48217071409 17 Siem Reap 07 Puok 14 Tuek Vil 09 Prei Thmei 2 130 87517071410 17 Siem Reap 07 Puok 14 Tuek Vil 10 Chey 2 196 1066

Page 27: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

No. Name of Pagoda Address Side

1 Toul Samatik Pagoda Pi village, Pech Ksea kor Commune, Peam Ro District, Prey Veng Province. Right

2 Por Orn Deat Mean Chey Pagoda (Dek Da Pagoda) Dek Da village, Bon Lich Prasat Commune, Peam Ro District, Prey Veng Province. Left

3 Nor Ti Sout Na Ram Pagoda (Steng Slot Pagoda) Steng Slot village, Nak Loeung Commune, Peam Ro District, Prey Veng Province. Left

4 Preah Chi Thom Pagoda Seing village, Kampong Seung Commune, Preah Sdach District, Prey Veng Province. Left

5 Por Ratana Ram Pagoda Krang Kaok village, Kampong Seung Commune, Preah Sdach District, Prey Veng Province. Right

6 Ratanak Snay Bon Pagoda Chong Rus village, Rom Chek Commune,Preah Sdach District, Prey Veng Province. Left

7 Sik Rey Sarapech Ta Kuok Pagoda Sam Rong village, Lvea Commune, Preah Sdach District, Prey Veng Province. Left

8 Mong Kul Ratana Ram Pagoda (Meong Sala Pagoda) Prey Kduoch village, Lvea Commune, Preah Sdach District, Prey Veng Province. Left

9 Por Laes Pagoda Thom village, Lvea Commune, Preah Sdach District, Prey Veng Province. Left

10 Toul Orn Deat Pagoda Peay Neay village, Krang Svay Commune, Preah Sdach District, Prey Veng Province. Right

11 Krang Svay Pagoda Krang Kaok village, Kampong Seung Commune, Preah Sdach District, Prey Veng Province. Left

12 Sam Rit Lak Sovanna Ram Pagoda Por village, Krang Svay Commune, Preach Sdach District, Prey Veng Province. Right

13 Soriya Ram Pagoda Kok Sampov village, Krang Svay Commune, Preach Sdach District, Prey Veng Province. Right

14 Chey Ordom Toul Rorka Pagoda Toul Roka village, Kampong Trabaek Commune, Kampong Trabaek District, Prey Veng Province. Right

15 Sirey Sakor PagodaKampong Trabaek village, Kkampong Trabaek Commune, Kampong Trabaek District, Prey Veng Province.

Left

16 Prasat Pagoda Prasat village, Prasat Commune, Kampong Trabaek District, Prey Veng Province. Left

17 Orn Saung Pagoda Orn Saung village, Prasat Commune, Kampong Trabaek District, Prey Veng Province. Right

18 Kassabak Pagoda (Orn Derk Pagoda) Pean Wat village, Prasat Commune, Kampong Trabaek District, Prey Veng Province. Right

19 Sirey Songkhom Pagooda Bey village, Prasat Commune, Kampong Trabaek District, Prey Veng Province. Left

20 Armpil Pagoda Armpil village, Prasat Commune, Kampong Trabaek District, Prey Veng Province. Right

21 Eak Reach Pagoda Eak Reach village, Prey Chor Commune, Kampong Trabaek District, Prey Veng Province Left

22 Tmat Kang Pagoda Prey Mneas village, Preah Theat Commune, Kampong Trabaek District, Prey Veng Province Right

23 Phum Thom Thmey Paagoda Prey Nheat village, Preah Theat Commune, Kampong Trabaek District, Prey Veng Province. Right

24 Preah Chor Pagoda Svay Chek village, Prey Chor Commune, Kampong Trabaek District, Prey Veng Province. Left

25 Preah Theat Pagoda Preah Theat village, Preah Theat Commune, Kampong Trabaek District, Prey Veng Province. unknown

26 Beung Rei Pagoda Beung Rei village, Kraol Kou Commune, Svay Chrum District, Svay Rieng Province. Left

27 Kraol Kou Pagoda Kraok Kou village, Kraol Kou Commune, Svay Chrum District, Svay Rieng Province. Right

28 Toul Thlok Pagoda Thlok village, Kraol Kou Commune, Svay Chrum District, Svay Rieng Province. Right

29 Mongkul Roka Ram Pagoda Bonla Saoit village, Kraol Kou Commune, Svay Chrum District, Svay Rieng Province. Left

30 Ratana Ram Pagoda (Tuol Theat Pagoda) Doun Laeb village, Kok Pring Commune, Svay Chrum District, Svay Rieng Province. Left

31 Tuol Sa Tem Pagoda Trabaek Brohong village, Ta Suos Commune, Svay Chrum District, Svay Rieng Province. Right

32 Svay Chrum Pagoda Svay Ngou village, Svay Chrum comune, Svay Chrum District, Svay Rieng Province. Left

33 Song Samey Pagoda (Ta Suos Pagoda) Orng Keas Dey village, Ta Suos Commune, Svay Chrum District, Svay Rieng Province. Right

34 Chom Bok Bit Meas Pagoda Chom Bok village, Chek Commune, Svay Chrum Commune, Svay Rieng Province. Left

35 Thnout Chrum Pagoda Phnov village, Ta Suos Commune, Svay Chrum District, Svay Rieng Province. Right

36 Samaky Ordom Pagoda Svay village, Chek Commune, Svay Rieng town, Svay Rieng Province. Right

37 Prey Thlak Pagoda Sras Vong village, Svay Rieng Commune, Svay Rieng town, Svay Rieng Province. Left

38 Bro Chom Ong Pagoda Bak Roneas village, Song Khor Commune, Svay Rieng town, Svay Rieng Province.. Left

39 Kror Sang Chrum Pagoda Baek Peam villag, Song Khor Commune Svay Rieng town, Svay Rieng Province. Left

40 Knay Pagoda Knay village, Mong Kou Commune, Svay Teab distrcit, Svay Rieng Province. Left

41 Mony Sala Pagoda Svay Toeur village, Svay Toeur Commune, Svay Rieng town, Svay Rieng Province. Right

42 Sam Buo Pagoda Sam Buo village, Sam buo Commune, Svay Teab District , Svay Rieng Province. Left

43 Samaky Rongsey Pagoda Prey Sam Por village, Sam buo Commune, Svay Teab District, Svay Rieng Province. Left

44 Ta Nou Pagoda Chob village, Kondeang Reay Commune, Svay Teab District, Svay Rieng Province. Left

45 Por Bonteay Pagoda Bonteay village, Kondeang Reay Commune, Svay Teab District, Svay Rieng Province. Left

46 Prey Orng Pagoda Kbal Thnorl village, Kondeang Reay Commune, Svay Teab District, Svay Rieng Province. Left

47 Samaky Ratanak Mony Pagoda Por Thmey village, Kampong Ro Commune, Svay Teab District, Svay Rieng Province. Right

48 Tuol Orng Svay Thom Pagoda Thlok Pring village, Porpet Commune, Svay Teab District, Svay Rieng Province. Left

49 Svay Ta Yean Pagoda Svay Ta Yeay village, Svay Ta Yean Commune, Kampong Ro District, Svay Rieng Province. Right

50 Nik Grout Ka Ram Pagoda Chrey Thom village, Svay Ta Yean Commune, Kampong Ro District, Svay Rieng Province. Left

51 Sovann Rongsey Pagoda Thnol Cheat village, Chrok Mtest Commune,Bavet town, Svay Rieng Province. Left

52 Raksmy Samaky Mony Sakor Pagoda Kampong Trach village, Svay Ta Yean Commune, Kampong ro District, Svay Rieng Province. Right

53 Sovanna Ram Pagoda Touol Armpil village, Chrok Mtes Commune, Bavet town, Svay Rieng Province. Left

54 Orm Porvorn Pagoda Kampong Bros village, Chrok Mtes Commune, Bavet town, Svay Rieng Province. Left

55 Prey Angkonh Pagoda Prey Anglong village Chrok Mtes Commune, Bavet town, Svay Rieng Province. Right

56 Chrok Mtes Pagoda Chrok Mtes village, Chrok Mtes Commune, Bavet town, Svay Rieng Province. Left

57 Sala Kondal Pagoda (Thlok Pagoda) Thlok village, Chrok Mtes Commune, Bavet town, Svay Rieng privunce. Left

58 Thlanh & Dong Tong Pagoda Bavet town, Svay Rieng privunce. Right

59 Ta Pov Pagoda Chrok Liv village, Bavet Commune, Bavet town, Svay Rieng Province. Right

60 Ta Lok Pagoda Bavet village, Bavet Commune, Bavet town, Svay Rieng Province. Left

61 Bupea Ram Pagoda Bavet Kondal village, Bavey Commune, Bavet town, Svay Rieng Province. Right

List of Pagodas along NR-1 in Prey Veng & Svay Rieng Provinces

Page 28: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Male Female

1 Police Station of Tuek Vil CommuneTuek Vil village, Tuek Vil Commune, Siem Reap Town, Siem Reap Province.

N/A N/A

2 Police Station of Knat CommuneKnat village, Knat Commune, Pouk District, Siem Reap Province.

N/A N/A

3 Police Inspection of Pouk DistrictKoul Srok village, Pouk Commune, Pouk District, Siem Reap Province.

N/A N/A

4 Police Station of Lvea CommuneKom Rou village, Lvea commune, Pouk District, Siem Reap Province.

7 0

5 Police Post of Sasar Sdam CommuneSasar Sdam village, Sasar Sdam Commune,Pouk Distric, Siem Reap Province.

8 1

6 Gend Armerie 609Svay village, Sosor Sdam commune, Pouk district, Siem Reap Province.

N/A N/A

7 Police Station of Prey Chrouk CommuneKeti Yous village, Prey Chrouk Commune,Pouk District, Siem Reap Province.

6 0

8 Police Station of Sronal CommuneKom Rou village, Sronal Commune, Kralanh District, Ssiem Reap Province.

7 0

9 Gend Armerie 610 Kralanh District, Siem Reap Province N/A N/A

10 Police Inspection of Kralanh DistrictKralanh village, Kralanh Commune, Kralanh District, Siem Reap Province.

4 0

11 Gend Armies of Kralanh DistrictPech Chor village, Kralanh Commune, Kralanh District, Siem Reap Province.

9 0

No. of Personnel

Traffic Police Stations along NR-6 [Siem Reap Province]

AddressName of StationNo

Page 29: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

No. Name of Pagoda Address

1 Serey Vong Pagoda (Sordan Pagoda) Sordan village, Tuek Vil Commune, Siem Reap Town, Siem Reap Province.

2 Kos Keo Baray Roth (Knat Rangsey Pagoda) Knat village, Knat Commune, Pouk District, Siem Reap Province.

3 Kemara Samaki Mony Rangsey Pagoda Bro Yot village, Pouk Commune, Pouk District, Siem Reap Province.

4 Orm Por Vorn Pagoda (Svay Dong Kom Pagoda) Kok Doung village, Pouk Commune, Pouk District, Siem Reap Province.

5 Pra Sat Rangsey Pagoda Dom Nakslanh village, Sosor Sdam Commune, Pouk District, Siem Reap Province.

6 Velok Vorn Rongsey Pagoda (Kcheay Pagoda) Kcheay village, Sosor Commune, Pouk District, Siem Reap Province.

7 Kour Chan Rangsey Pagoda Mok Pen village, Mok Pen Commune, Pouk District, Siem Reap Province.

8 Sosor Sdam Pagoda Sosor Sdam village, Sosor Commune, Pouk District, Siem Reap Province.

9 Chan Chhar Ram Pagoda (Tror Keat Pagoda) Tror Keat village, Mok Pen Commune, Pouk District, Siem Reap Province.

10 Balang Rangsey Pagoda Kete Yous village, Prey Chrouk Commune, Pouk District, Siem Reap Province.

11 Ou Chom Bamteay Chey Rangsey Pagoda Kok Chas village, Sronal Commune, kralanh District, Siem Reap provimce.

12 Ta Hong Sor Ra Ram Pagoda Plang village, Sronal Commune, Kralanh District, Siem Reap Province.

13 Rotanak Mony Roung Kour Pagoda Roung Kour village, Roung Kour Commune, Kralanh District, Siem Reap Province.

14 Boutom Rotanak nhan Pagoda (Sronal Pagoda) Kok Trom village, Sronal Commune, Kralanh District, Siem Reap Province.

15 Kos Prasat Ron Pagoda Ron village, Kroleas deay Commune, Kralanh District, Siem Reap Province.

Pagodas along NR-6 [Siem Reap Province]

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Annex B   TRAFFIC SURVEYS 

 

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PROJECT: SECOND ROAD ASSETMANAGEMENT PROJECT - ADDITIONAL F/S

DAY 1: 24H COUNT, 05 Oct 2016

DAY 2: 16H COUNT, 06 Oct 2016

DAY 3: 16H COUNT, 07 Oct 2016

HOUR TRAFFIC COUNT - SUMMARY

Name of Surveyor: So Seam Survey Location: GPS Location: E: 105 47 981

Phone No. 097 473 9678 Traffic Direction: N: 11 05 320 UP Phnom Penh-Bavet

Name of Supervisor: Oum Sothea Day: PK: 124+250 To

Name of Coder Date: Bavet-Phnom Penh To

Name of encoder Weather: Dowm

U D TOT U DTO

TU D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D

TO

T1/4hour 1/4hour 1hour 1/4hour1/4hour1hour1/4hour1/4hour1hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour 1 hour

6:00 - 6:15 39 41 1 3 3 0 12 9 7 6 3 1 9 0 0 1 1 0 1 0 5 0 0 2 144

6:15 - 6:30 65 31 2 0 2 0 7 7 21 8 3 1 8 1 0 1 0 0 2 3 1 3 0 0 166

6:30 - 6:45 76 52 1 0 0 2 18 10 7 12 1 0 1 2 0 0 2 0 0 2 0 1 1 1 189

6:45 - 7:00 60 55 0 1 0 1 16 2 2 3 0 1 1 3 0 1 1 0 2 3 3 1 0 1 157

7:00 - 7:15 56 98 1 0 0 1 16 4 3 3 1 4 2 0 0 0 0 0 2 0 6 8 0 1 206

7:15 - 7:30 76 195 1 0 0 3 18 10 4 15 1 10 2 0 2 1 0 0 1 0 0 0 1 0 340

7:30 - 7:45 104 123 1 0 2 4 18 4 4 7 7 4 1 0 4 0 0 0 1 0 4 0 0 1 289

7:45 - 8:00 181 136 0 1 5 0 24 14 4 12 5 14 1 0 2 2 0 0 1 1 3 1 0 1 408

8:00 - 8:15 163 200 0 3 3 2 31 39 8 14 9 6 0 0 0 3 0 0 1 1 0 2 1 0 486

8:15 - 8:30 213 227 0 2 9 2 23 41 4 20 9 6 0 3 2 0 0 0 0 1 5 0 3 0 570

8:30 - 8:45 191 203 0 4 7 3 23 38 12 15 9 5 1 3 3 2 0 0 1 0 4 0 0 2 526

8:45 - 9:00 154 230 0 0 5 6 27 29 4 13 17 14 1 2 3 2 1 0 4 1 0 2 1 0 516

9:00 - 9:15 99 137 1 0 1 4 9 17 2 20 10 7 1 2 0 4 0 0 0 0 1 0 0 0 315

9:15 - 9:30 137 123 0 2 2 2 10 24 10 16 12 9 2 0 0 0 0 0 2 0 4 1 1 0 357

9:30 - 9:45 160 126 0 2 8 1 19 22 6 17 15 12 3 4 0 1 0 1 1 5 2 2 1 0 408

9:45 - 10:00 168 137 2 3 0 8 13 18 8 19 9 16 0 3 0 3 0 0 0 1 1 2 0 1 412

10:00 - 10:15 169 155 0 1 4 4 28 17 2 12 5 5 4 5 2 1 2 2 2 2 1 5 0 0 428

10:15 - 10:30 101 147 0 2 4 5 19 26 1 7 5 3 1 2 6 0 2 0 2 2 3 0 0 0 338

10:30 - 10:45 106 124 2 0 5 3 20 31 6 8 9 7 0 2 0 1 2 0 2 2 0 2 0 0 332

10:45 - 11:00 88 118 1 1 1 3 20 24 9 4 7 4 0 2 0 1 0 0 0 0 3 0 0 0 286

11:00 - 11:15 104 185 0 1 0 4 27 32 4 11 8 5 4 3 0 1 0 1 1 0 1 1 0 0 393

11:15 - 11:30 61 188 0 2 3 2 11 47 3 3 5 7 4 3 1 1 1 0 1 0 0 1 0 0 344

11:30 - 11:45 87 164 0 1 4 1 20 20 6 4 7 11 4 0 3 1 3 0 2 1 1 0 0 1 341

11:45 - 12:00 81 148 1 1 3 1 21 21 6 8 2 7 0 1 0 1 0 0 0 3 0 2 0 0 307

12:00 - 12:15 64 88 0 0 0 2 25 14 15 4 7 4 1 3 2 2 0 2 1 1 2 9 1 0 247

12:15 - 12:30 44 62 0 1 0 2 14 15 4 5 3 3 1 0 2 1 0 2 1 1 1 2 1 0 165

12:30 - 12:45 47 52 0 0 3 2 12 17 4 6 1 4 4 5 1 3 1 3 1 0 0 3 0 0 169

12:45 - 13:00 37 51 0 0 2 2 16 15 6 0 6 8 3 0 1 0 0 0 2 0 0 1 0 1 151

13:00 - 13:15 28 92 0 1 1 3 11 31 6 9 4 2 3 2 1 0 0 2 1 1 2 1 0 1 202

13:15 - 13:30 39 75 0 0 2 2 9 16 3 5 2 5 0 3 5 2 0 0 4 0 1 0 0 0 173

13:30 - 13:45 87 85 0 1 1 3 22 19 5 2 6 9 0 0 0 0 0 0 0 2 2 2 0 0 246

13:45 - 14:00 45 76 0 0 0 2 10 13 5 5 5 5 2 1 3 1 2 0 0 0 2 0 2 0 179

14:00 - 14:15 118 162 2 1 1 5 22 13 10 9 10 5 2 1 1 0 0 0 0 0 5 1 0 1 369

14:15 - 14:30 95 141 0 0 2 3 21 27 8 6 3 1 2 1 0 2 0 1 0 0 1 0 0 0 314

14:30 - 14:45 147 159 1 0 1 3 26 77 2 7 3 3 1 1 4 3 0 0 1 2 1 1 0 0 443

14:45 - 15:00 73 97 3 0 4 2 11 9 9 6 4 8 1 1 1 0 1 0 0 0 10 0 1 0 241

15:00 - 15:15 83 88 0 0 1 0 20 16 13 4 1 3 3 0 3 0 0 2 1 0 6 0 0 1 245

15:15 - 15:30 66 99 0 0 1 2 19 16 13 3 4 8 2 1 1 0 1 0 1 1 0 0 0 0 238

15:30 - 15:45 90 120 0 3 4 7 14 19 10 5 6 6 1 1 2 1 0 0 1 0 2 0 0 0 292

15:45 - 16:00 111 160 2 1 2 5 20 27 3 6 3 10 1 0 1 0 1 0 2 0 6 1 1 1 364

16:00 - 16:15 86 197 2 1 0 5 26 28 6 5 7 6 2 2 9 0 0 0 0 0 3 1 1 0 387

16:15 - 16:30 126 183 0 0 3 5 20 31 8 7 7 6 4 2 4 6 0 0 1 0 3 1 0 0 417

16:30 - 16:45 133 187 0 0 1 4 26 31 5 5 5 9 0 1 0 2 0 0 1 0 4 2 0 0 416

16:45 - 17:00 157 212 0 1 3 4 20 40 9 7 0 3 2 2 1 5 0 0 1 0 5 1 0 1 474

17:00 - 17:15 105 142 1 0 0 2 20 40 7 4 4 6 0 0 0 0 0 0 0 0 5 0 0 0 336

17:15 - 17:30 142 158 1 1 1 3 27 23 12 8 2 5 0 7 1 1 1 0 2 0 2 0 0 1 398

17:30 - 17:45 127 145 0 0 2 3 20 21 14 9 0 4 2 2 1 3 2 0 0 0 0 1 0 0 356

17:45 - 18:00 69 137 0 0 0 1 16 24 5 3 5 5 7 12 1 2 0 0 1 0 1 2 0 0 291

18:00 - 18:15 11 146 0 0 1 1 19 20 11 9 8 4 4 5 2 4 0 3 0 2 3 5 2 0 260

18:15 - 18:30 37 107 0 0 0 1 12 13 6 0 10 0 2 0 0 0 0 0 0 0 5 1 0 0 194

18:30 - 18:45 44 112 0 0 1 0 14 16 9 5 4 2 2 0 1 2 0 0 0 0 3 1 0 0 216

18:45 - 19:00 35 49 0 0 1 0 24 18 9 6 5 3 3 1 1 3 0 3 0 0 2 2 0 0 165

19:00 - 19:15 18 42 0 0 1 0 12 16 7 1 2 6 0 2 2 0 0 0 2 0 1 1 0 0 113

19:15 - 19:30 34 45 0 1 0 0 7 12 4 3 4 1 0 3 0 3 0 1 1 0 5 5 0 0 129

19:30 - 19:45 21 41 0 4 0 2 6 9 4 8 1 2 0 8 1 4 3 1 0 0 1 2 0 1 119

Time

419 8 8 81 66 5

8. Medium Truck

(2 axles) (>4tons)

9. Heavy truck

(Rigid 3 axles

Vehicle TypeII. Light Vehicles IV. Other

14

10. Dump Truck

& Tank Lorry

656

4 15 108 52

10 25 3 4 13

6 22 1,243

37 251

446 6 11 0

1 9 13 2,09890 775 10 15

9 13 1,492390 15 8 110 26 132 98

6

1,38449 045 16 11

8 6 1,385

185 8 12 14

128

152 19 8 518 199 45

8 7 18 73244 336 17 12

8 10 800

206

338 11 12 42 14 131 40

2 3 19 1,36757 237 10 11

6 15 1,139341 9 8 46 22 151 57

83555 236 17 130

3

6 2 22

1,69452 243 15 27

3 11 1,381

222 0 3 20

5 136

131 30 9 312 191 62

253 5 3 82 36 3 19 124 16 13 11 466

969

1. Motorcycle 2. Tuk-Tuk 3. Motoremok

541

1,281

992

445

1,008

1,581

1,025

817

527

1,018

1,087

4 25

7 21

1 13

7 29

9

3. SUMMARY OF CLASSIFIED TRAFFIC COUNT ON NR1 AT SVAY RIENG PROVINCE

Grand Total11. Semi trailer and

Full trailer (4 axles

III. Heavy VehicleI. Motorcycles4. Sedan/Wagon/Van/

Taxi5. Mini Bus

12.

Koyun/Etan

6. Light Truck

(<4tons)

7. Medium &

Large Bus (16

16/05/10

Page 32: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

U D TOT U DTO

TU D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D

TO

T1/4hour 1/4hour 1hour 1/4hour1/4hour1hour1/4hour1/4hour1hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour 1 hourTime

8. Medium Truck

(2 axles) (>4tons)

9. Heavy truck

(Rigid 3 axles

Vehicle TypeII. Light Vehicles IV. Other

10. Dump Truck

& Tank Lorry1. Motorcycle 2. Tuk-Tuk 3. Motoremok

Grand Total11. Semi trailer and

Full trailer (4 axles

III. Heavy VehicleI. Motorcycles4. Sedan/Wagon/Van/

Taxi5. Mini Bus

12.

Koyun/Etan

6. Light Truck

(<4tons)

7. Medium &

Large Bus (16

19:45 - 20:00 11 41 0 0 0 0 10 10 4 5 3 5 0 3 0 3 0 6 0 0 2 2 0 0 105

20:00 - 20:15 19 45 0 0 0 1 11 15 2 2 1 1 0 1 4 2 2 7 0 1 0 2 0 0 116

20:15 - 20:30 14 25 0 0 0 1 15 12 1 6 0 6 0 1 1 0 0 4 0 3 1 3 0 0 93

20:30 - 20:45 11 32 0 0 0 0 7 7 4 5 3 0 0 0 0 0 0 2 1 1 5 3 0 0 81

20:45 - 21:00 10 6 0 0 0 0 10 3 2 0 1 1 0 0 0 0 0 3 0 1 5 2 0 0 44

21:00 - 21:15 14 15 0 0 0 0 0 7 0 1 1 0 0 2 0 0 1 0 0 0 3 13 0 0 57

21:15 - 21:30 9 13 1 0 0 0 0 8 1 0 0 0 0 0 0 0 1 0 0 0 9 12 0 0 54

21:30 - 21:45 7 2 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 7 12 0 0 31

21:45 - 22:00 2 14 0 0 0 0 0 3 0 1 0 0 0 0 2 0 0 0 0 0 1 6 0 0 29

22:00 - 22:15 5 7 0 0 0 0 7 5 1 1 0 1 0 0 1 0 0 1 0 0 1 3 0 0 33

22:15 - 22:30 3 10 0 0 0 0 2 3 2 1 1 0 0 0 3 0 2 3 1 0 0 4 0 0 35

22:30 - 22:45 4 8 0 0 0 0 3 5 1 3 0 1 0 0 0 0 0 2 1 0 3 7 0 0 38

22:45 - 23:00 1 6 0 0 0 0 2 2 0 4 1 0 0 0 0 0 3 4 1 0 4 10 0 0 38

23:00 - 23:15 1 8 0 0 0 0 1 6 0 2 1 1 0 0 0 2 0 4 0 1 2 9 0 0 38

23:15 - 23:30 0 7 0 0 0 0 2 4 0 0 0 0 0 0 0 0 2 1 0 0 5 17 0 0 38

23:30 - 23:45 0 2 0 0 0 0 1 3 0 0 1 2 0 0 0 0 0 0 0 0 2 11 0 0 22

23:45 - 0:00 2 4 0 0 0 0 2 4 0 0 3 0 0 0 1 0 0 0 0 0 1 10 0 0 27

0:00 - 0:15 1 0 0 0 0 0 2 3 0 0 1 2 0 0 0 0 0 0 0 0 5 8 0 0 22

0:15 - 0:30 0 0 0 0 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 4 6 0 0 13

0:30 - 0:45 0 0 0 0 0 0 1 2 0 0 0 1 0 0 0 0 0 0 0 0 2 14 0 0 20

0:45 - 1:00 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 4 3 0 0 10

1:00 - 1:15 0 2 0 0 0 0 1 3 0 0 0 2 0 0 0 0 0 2 0 0 3 6 0 0 19

1:15 - 1:30 2 0 0 0 0 0 2 2 0 0 1 0 0 0 0 0 0 0 0 0 4 8 0 0 19

1:30 - 1:45 0 4 0 0 0 0 1 6 0 0 0 0 0 0 0 0 0 1 0 0 3 5 0 0 20

1:45 - 2:00 1 2 0 0 0 0 0 4 0 0 0 3 0 0 0 0 0 0 0 0 2 3 0 0 15

2:00 - 2:15 4 6 0 0 0 0 2 5 0 1 0 0 0 0 0 0 2 3 0 0 4 7 0 0 34

2:15 - 2:30 4 3 0 0 0 0 2 3 0 0 0 0 0 0 0 0 1 2 0 0 3 6 0 0 24

2:30 - 2:45 0 2 0 0 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 5 4 0 0 15

2:45 - 3:00 2 1 0 0 0 0 1 1 0 0 0 1 0 0 0 0 3 0 0 0 2 5 0 0 16

3:00 - 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 0 3 6 0 0 15

3:15 - 3:30 2 1 0 0 0 0 0 2 0 1 0 2 0 0 0 0 2 3 0 0 2 2 0 0 17

3:30 - 3:45 0 3 0 0 1 2 2 4 0 2 0 1 0 0 0 2 1 1 0 2 0 3 0 0 24

3:45 - 4:00 0 5 0 0 0 5 0 6 0 3 0 3 0 0 0 2 0 0 3 3 2 0 0 0 32

4:00 - 4:15 3 6 0 0 3 2 4 6 1 2 1 2 0 0 1 2 2 5 2 4 1 2 0 0 49

4:15 - 4:30 7 9 0 0 1 1 2 4 0 5 2 1 2 0 0 1 1 3 3 2 0 0 0 0 44

4:30 - 4:45 6 10 0 0 0 1 2 5 3 3 1 2 0 2 3 3 2 1 1 1 1 2 0 0 49

4:45 - 5:00 4 3 0 0 2 1 3 3 1 2 2 2 0 2 1 0 0 0 0 2 0 0 0 0 28

5:00 - 5:15 42 76 2 1 1 3 6 7 14 12 1 2 4 2 0 1 2 0 8 3 0 0 0 0 187

5:15 - 5:30 26 64 0 1 0 1 5 7 4 9 2 3 2 1 3 0 0 0 5 2 0 0 0 0 135

5:30 - 5:45 24 81 1 0 2 2 7 8 6 4 0 2 0 0 0 0 4 1 2 1 0 0 1 0 146

5:45 - 6:00 43 90 0 2 1 4 11 10 13 11 6 1 7 2 1 0 6 2 11 4 0 0 0 0 225

5,342 7,466 12,808 30 50 80 121 162 283 #### 1,385 2,505 435 505 940 325 357 682 120 124 244 102 96 198 68 87 155 93 69 162 233 296 529 19 19 38 18,624 18,624

2

253 5 3 82 36 3 19

0 2944

0

76

0

0 20 3

18 7 21162

0 63

80

1

125

17101 2 3 2

124 16 13 11 466

15 3 32

33422 013 2 7

14413 04 0 4

0 0 11

08 0 3 7

11 0 0 19 0

0 0 461

24 0 0 23 2 1 57

650 07 0 0

0 34 73

0 0 16

06 0 0 3

11 0 8 14 6

11 0 3622 891 03 0 0

013 6 11

8 18 88

1700 11 29

06 0 4 13

48 14 15 617

36 0 693

Total

117 18 5 15446 7 14 61 73

Page 33: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

PROJECT: SECOND ROAD ASSETMANAGEMENT PROJECT - ADDITIONAL F/S

DAY 1: 24H COUNT, 05 Oct 2016

DAY 2: 16H COUNT, 06 Oct 2016

DAY 3: 16H COUNT, 07 Oct 2016

HOUR TRAFFIC COUNT - SUMMARY

Name of Surveyor: Som Sok Chea Survey Location: GPS Location:E: 105 47 981

Phone No. Traffic Direction: N: 11 05 320 UP Phnom Penh-Bavet

Name of Supervisor:Oum Sothea Day: PK: 124+250 To

Name of Coder Date:6/10/2016 Bavet-Phnom Penh To

Name of encoder Weather: Dowm

U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT

1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour 1 hour

6:00 - 6:15 88 84 0 2 3 5 7 18 13 19 1 0 4 3 4 0 2 0 0 4 1 0 1 0 259

6:15 - 6:30 91 92 1 0 6 2 6 10 16 12 1 5 6 1 2 0 3 0 0 5 1 0 1 0 261

6:30 - 6:45 160 102 3 1 4 3 16 18 13 7 3 0 5 1 0 2 1 0 0 1 0 0 3 2 345

6:45 - 7:00 191 271 1 0 6 3 19 22 10 12 5 2 2 1 3 2 2 0 0 2 1 0 1 1 557

7:00 - 7:15 241 227 1 0 4 4 33 28 5 4 8 6 2 0 1 0 0 0 1 1 2 0 1 0 569

7:15 - 7:30 278 249 0 2 7 1 22 24 6 13 6 10 0 0 1 0 0 0 0 1 1 0 0 0 621

7:30 - 7:45 251 155 3 0 6 1 28 29 4 9 6 8 1 0 5 1 0 0 2 1 4 0 1 1 516

7:45 - 8:00 240 181 0 2 0 1 10 23 3 17 3 6 2 1 1 1 0 0 0 0 4 0 0 0 495

8:00 - 8:15 180 227 2 0 2 4 22 28 7 4 5 6 1 0 0 0 0 0 0 1 3 0 1 0 493

8:15 - 8:30 171 249 2 2 0 1 17 24 3 18 2 10 0 0 0 0 0 0 2 1 3 0 1 0 506

8:30 - 8:45 88 155 1 0 3 1 17 29 7 9 13 8 1 0 1 1 3 0 1 1 0 0 0 1 340

8:45 - 9:00 149 181 0 2 1 1 15 23 5 17 9 6 0 1 2 1 1 0 2 0 0 0 0 0 416

9:00 - 9:15 195 223 2 4 3 1 21 38 4 14 9 11 4 7 6 1 0 1 5 0 9 1 0 1 560

9:15 - 9:30 141 243 1 2 2 4 20 20 2 9 7 6 0 6 1 2 0 0 0 0 0 0 0 0 466

9:30 - 9:45 137 180 0 0 1 8 13 26 4 16 5 8 4 1 1 3 0 2 0 1 0 2 0 0 412

9:45 - 10:00 126 202 2 1 3 2 16 27 8 10 4 8 2 1 2 0 2 1 0 0 1 3 1 1 423

10:00 - 10:15 85 177 3 0 2 1 19 20 6 9 5 9 0 2 0 2 2 0 0 1 1 1 0 0 345

10:15 - 10:30 114 124 0 2 1 2 18 26 7 2 10 2 1 0 1 5 1 0 2 4 1 0 2 0 325

10:30 - 10:45 96 199 0 2 0 2 14 21 3 5 9 5 0 2 0 3 0 2 0 2 1 0 0 1 367

10:45 - 11:00 100 257 1 2 2 6 12 29 3 4 4 4 1 6 0 2 2 1 1 4 0 0 1 1 443

11:00 - 11:15 134 183 0 0 2 3 19 35 5 6 7 4 5 3 0 0 1 0 3 2 0 2 0 1 415

11:15 - 11:30 103 128 1 0 2 1 19 20 6 6 4 11 5 1 1 0 1 0 0 1 0 1 0 1 312

11:30 - 11:45 83 98 1 1 1 3 19 24 8 6 5 4 3 1 3 2 0 4 1 1 1 1 1 0 271

11:45 - 12:00 97 63 0 1 1 1 15 14 7 1 5 8 3 0 1 1 0 1 0 0 0 0 0 0 219

12:00 - 12:15 122 141 0 2 3 6 21 20 9 7 6 6 0 4 1 6 3 3 1 1 0 1 0 2 365

12:15 - 12:30 59 97 1 0 3 3 17 15 5 7 4 5 4 3 0 0 0 3 0 1 3 1 0 0 231

12:30 - 12:45 45 86 4 1 1 2 13 11 3 5 6 5 1 1 0 0 0 0 2 0 2 1 0 0 189

12:45 - 13:00 89 126 0 2 1 0 6 18 11 5 4 5 2 1 0 1 1 0 1 1 1 1 0 0 276

13:00 - 13:15 82 142 1 1 4 0 14 15 2 2 4 7 2 3 1 3 0 3 0 0 0 0 0 0 286

13:15 - 13:30 73 144 3 2 1 2 14 17 9 5 8 2 1 2 3 2 0 1 4 2 1 1 0 0 297

Vehicle TypeI. Motorcycles II. Light Vehicles III. Heavy Vehicle IV. Other Grand Total

1. Motorcycle8. Medium Truck (2

axles) (>4tons)

9. Heavy truck (Rigid 3

axles more)

10. Dump Truck & Tank

Lorry

11. Semi trailer and Full

trailer (4 axles more)12. Koyun/Etan

Time

2. Tuk-Tuk 3. Motoremok4. Sedan/Wagon/Van/

Taxi5. Mini Bus

6. Light Truck

(<4tons)

7. Medium & Large Bus

(16 seats +)

1,422

1,822 8 24 197 61 53 6 10 0

23 13 8 12 3 91,079 8 32 116 102 17

6 11 3 2,201

1,400 9 13 175 70 59 1,755

1,447 12 24 181 67 58 25 16 6

3 5 4 8 6 3

6 16

8 7

3 1,861

1,152 10 16 159 39 48 1,48012 13 8 14 4 5

8 5 3 1,217889 4 14

765 10 19 121 52 41 1,06116 8 10 7 10 2

165 45 48 21

3. SUMMARY OF CLASSIFIED TRAFFIC COUNT ON NR1 AT SVAY RIENG PROVINCE

Page 34: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT

1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour 1 hour

Vehicle TypeI. Motorcycles II. Light Vehicles III. Heavy Vehicle IV. Other Grand Total

1. Motorcycle8. Medium Truck (2

axles) (>4tons)

9. Heavy truck (Rigid 3

axles more)

10. Dump Truck & Tank

Lorry

11. Semi trailer and Full

trailer (4 axles more)12. Koyun/Etan

Time

2. Tuk-Tuk 3. Motoremok4. Sedan/Wagon/Van/

Taxi5. Mini Bus

6. Light Truck

(<4tons)

7. Medium & Large Bus

(16 seats +)

13:30 - 13:45 99 127 0 0 0 5 13 32 7 5 2 6 0 1 0 1 0 2 1 2 1 4 0 0 308

13:45 - 14:00 117 145 2 0 2 3 17 25 16 5 4 8 1 3 1 0 0 1 1 1 5 0 1 0 358

14:00 - 14:15 90 99 1 0 2 4 14 15 8 7 1 9 1 1 0 2 1 0 2 0 0 1 1 1 260

14:15 - 14:30 98 128 1 0 0 5 16 25 4 4 3 8 3 0 10 0 2 1 0 0 5 0 0 1 314

14:30 - 14:45 156 117 0 0 2 3 19 9 7 6 4 6 1 1 2 0 2 0 5 1 3 0 0 0 344

14:45 - 15:00 122 105 0 0 4 5 23 13 4 1 2 5 1 1 1 0 1 2 1 1 2 0 0 0 294

15:00 - 15:15 117 107 0 0 3 4 25 15 5 4 4 8 1 0 0 2 0 1 1 1 3 1 0 0 302

15:15 - 15:30 121 106 0 1 6 2 19 18 7 1 13 8 2 2 0 2 0 1 4 0 6 2 0 0 321

15:30 - 15:45 95 112 1 0 3 5 11 22 3 5 5 5 2 3 2 0 2 0 0 1 6 2 0 1 286

15:45 - 16:00 111 75 0 0 2 6 13 12 4 0 5 6 2 2 1 1 3 0 1 0 1 0 0 1 246

16:00 - 16:15 128 231 1 0 1 0 38 25 9 10 1 4 2 1 1 2 1 0 1 0 8 4 0 1 469

16:15 - 16:30 82 201 0 0 0 3 22 28 4 7 2 6 0 1 2 6 3 2 1 0 2 0 0 1 373

16:30 - 16:45 124 199 0 1 2 2 15 45 8 8 1 7 1 1 1 1 1 3 3 0 6 0 0 0 429

16:45 - 17:00 138 214 0 0 0 0 24 31 10 4 0 4 2 3 0 0 4 0 0 0 5 0 0 0 439

17:00 - 17:15 166 179 0 0 2 4 21 25 10 1 3 13 0 1 0 1 0 2 1 1 4 1 0 0 435

17:15 - 17:30 128 188 0 0 1 2 24 22 13 11 7 3 1 5 4 1 0 0 1 0 3 0 0 0 414

17:30 - 17:45 131 194 0 0 3 3 18 22 8 7 4 7 4 4 2 1 1 0 1 0 2 0 0 0 412

17:45 - 18:00 132 130 0 1 1 1 17 25 15 11 2 7 8 11 0 0 0 0 0 2 2 0 1 1 367

18:00 - 18:15 61 73 0 0 0 1 13 20 15 4 1 4 1 0 0 2 1 0 1 0 5 1 0 0 203

18:15 - 18:30 56 80 0 0 0 2 13 19 2 3 15 7 1 1 0 2 1 1 2 0 0 5 0 0 210

18:30 - 18:45 56 92 0 1 0 1 14 15 8 4 7 4 2 0 0 1 2 1 1 0 3 0 1 1 214

18:45 - 19:00 26 39 0 0 0 0 18 10 3 2 4 1 1 0 1 0 0 0 0 0 5 1 0 0 111

19:00 - 19:15 49 48 0 0 0 0 4 12 5 4 3 1 0 1 1 1 0 1 1 1 2 3 0 0 137

19:15 - 19:30 30 103 0 0 0 0 13 10 3 5 1 4 0 3 1 2 2 1 1 0 3 1 1 0 184

19:30 - 19:45 19 134 1 0 0 1 6 12 3 10 0 4 0 11 2 4 1 1 1 1 1 1 0 0 213

19:45 - 20:00 26 24 0 0 0 0 3 8 4 1 2 3 0 1 0 3 1 0 0 2 2 1 0 0 81

20:00 - 20:15 14 37 0 0 0 0 4 6 5 4 6 1 0 1 3 0 3 0 0 1 0 7 0 0 92

20:15 - 20:30 5 8 0 0 0 0 7 4 2 2 0 2 0 0 0 0 1 0 2 0 0 7 0 0 40

20:30 - 20:45 8 3 1 0 0 0 16 3 3 0 4 0 0 0 1 0 4 0 1 0 0 2 0 0 46

20:45 - 21:00 4 6 0 0 0 0 10 4 2 1 1 2 0 0 1 0 0 0 4 0 0 0 0 0 35

21:00 - 21:15 8 9 0 0 0 1 10 1 2 1 2 1 0 1 1 3 0 0 0 0 0 1 0 0 41

21:15 - 21:30 5 7 0 0 0 0 8 9 5 4 2 1 0 0 2 2 2 1 2 3 2 2 0 0 57

21:30 - 21:45 6 17 0 0 0 0 9 6 3 0 1 0 0 0 3 3 0 2 1 2 0 1 0 0 54

21:45 - 22:00 3 5 0 0 0 0 9 5 2 0 0 0 0 0 0 1 1 0 1 0 2 3 0 0 32

#### #### 14,868 42 38 80 109 137 246 #### #### #### 403 402 805 280 332 612 99 112 211 84 85 169 65 45 110 70 59 129 130 67 197 20 21 41 ##### 19,701

1,249

915 2 25 134 41 38 1,2129 15 9 10 11 3

929 9 17 147 51 41 11 12 1

46 34 9 3

8 21 2

13 11 7

54 14 8 7

6 12 2

1,155

1,317 2 8 228 60 25 1,71011 13 14 5 25 2

844 2 31 135 29

1,628

483 1 4 122 41 43 7386 6 6 4 20 2

1,248 1 17 174 76

16 2131 5 8 8 16 0

433 1 1 68 35 18 16 14 7

Total

9 11 0 18460 0 1 57 17 7 1 15 6

7 14 1 615

85 1 0 54 19

Page 35: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

PROJECT: SECOND ROAD ASSETMANAGEMENT PROJECT - ADDITIONAL F/S

DAY 1: 24H COUNT, 05 Oct 2016

DAY 2: 16H COUNT, 06 Oct 2016

DAY 3: 16H COUNT, 07 Oct 2016

HOUR TRAFFIC COUNT - SUMMARY

Name of Surveyor: Som Sok Chea Survey Location: GPS Location:E: 105 47 981

Phone No. Traffic Direction: N: 11 05 320 UP Phnom Penh-Bavet

Name of Supervisor:Oum Sothea Day: PK: 124+250 To

Name of Coder Date:07/10/2016 Bavet-Phnom Penh To

Name of encoder Weather: Dowm

U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT

1/4hour1/4hour 1hour 1/4hour1/4hour1hour1/4hour1/4hour1hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour 1/4 hour 1 hour

6:00 - 6:15 56 72 0 2 4 0 8 19 17 6 2 2 8 4 0 1 1 0 0 1 1 2 0 0 206

6:15 - 6:30 78 85 0 0 6 4 10 11 21 7 0 1 12 1 1 0 1 0 0 1 5 1 0 0 245

6:30 - 6:45 109 111 0 0 1 0 14 15 5 2 1 4 4 0 3 1 0 0 0 2 0 1 1 2 276

6:45 - 7:00 196 176 2 0 6 6 15 11 9 8 4 2 3 0 1 0 0 0 1 2 3 0 0 0 445

7:00 - 7:15 223 185 0 0 4 1 17 22 13 6 5 3 2 1 0 1 0 0 0 1 0 0 0 0 484

7:15 - 7:30 255 191 0 0 4 6 35 13 5 9 1 6 0 0 1 0 0 0 0 3 3 1 1 0 534

7:30 - 7:45 206 149 4 1 6 2 23 23 3 13 8 7 0 1 4 1 1 0 1 3 2 0 0 1 459

7:45 - 8:00 171 130 0 0 2 1 26 16 4 6 7 4 4 1 2 0 0 0 0 0 7 0 0 0 381

8:00 - 8:15 172 121 0 0 2 5 18 21 8 11 6 10 6 0 2 0 1 0 1 0 6 2 0 2 394

8:15 - 8:30 181 130 1 0 2 2 33 28 10 13 6 8 2 2 5 0 0 0 1 3 0 0 0 1 428

8:30 - 8:45 173 130 0 0 6 6 26 25 5 11 0 5 0 1 2 3 2 0 1 2 3 2 2 0 405

8:45 - 9:00 146 124 1 1 5 2 19 20 4 15 4 10 1 0 5 1 0 0 0 0 3 1 0 1 363

9:00 - 9:15 136 158 1 2 3 2 20 25 10 7 5 5 2 3 6 1 1 1 4 3 2 1 2 1 401

9:15 - 9:30 175 175 0 3 2 2 11 21 9 8 0 9 4 4 5 1 0 0 1 0 0 1 0 0 431

9:30 - 9:45 146 172 0 0 5 1 21 23 11 11 6 3 2 2 1 2 1 0 2 1 2 4 1 0 417

9:45 - 10:00 142 134 2 0 2 0 14 30 9 19 9 9 0 1 4 1 1 0 2 1 0 0 0 0 380

10:00 - 10:15 133 153 1 4 1 4 24 17 2 6 6 4 2 4 0 3 0 4 0 2 2 2 2 1 377

10:15 - 10:30 113 139 0 4 1 4 17 23 5 3 2 5 3 8 2 0 0 1 0 2 3 0 2 0 337

10:30 - 10:45 69 148 0 3 2 3 14 33 8 8 9 1 2 2 0 5 0 3 1 3 3 0 0 1 318

10:45 - 11:00 35 116 2 1 0 1 4 15 1 7 2 6 0 2 0 2 0 1 0 1 1 1 0 0 198

11:00 - 11:15 44 132 0 1 0 0 14 16 8 4 7 8 1 2 1 1 0 1 1 2 6 1 0 0 250

11:15 - 11:30 71 123 0 0 3 4 11 14 1 6 1 9 4 2 2 1 1 1 2 1 2 1 0 0 260

11:30 - 11:45 89 89 0 1 1 2 19 13 7 8 1 4 2 3 0 2 2 1 4 2 0 1 2 1 254

11:45 - 12:00 106 110 0 0 0 1 14 19 6 7 5 6 2 2 1 2 1 1 0 0 0 1 0 1 285

12:00 - 12:15 118 62 0 1 0 1 11 15 10 4 6 2 1 1 3 0 2 0 1 2 0 1 0 1 242

12:15 - 12:30 54 97 1 0 2 0 13 11 3 9 1 7 1 4 2 0 0 0 3 0 0 0 1 0 209

12:30 - 12:45 65 78 1 0 0 1 14 22 3 5 3 3 1 3 2 1 1 1 0 1 1 4 1 1 212

12:45 - 13:00 71 138 0 1 1 1 8 25 11 6 2 9 1 3 1 1 1 0 3 0 1 0 1 0 285

13:00 - 13:15 45 81 0 1 2 2 7 13 3 5 5 1 1 0 1 0 0 1 0 2 4 1 0 0 175

13:15 - 13:30 87 116 0 0 0 2 12 21 4 5 6 7 2 2 0 0 0 2 1 0 4 1 1 1 274

13:30 - 13:45 89 86 0 0 1 4 10 9 7 7 5 8 0 2 1 0 0 1 1 0 4 1 1 0 237

13:45 - 14:00 99 117 1 0 3 4 14 14 9 11 7 8 1 3 0 0 0 0 0 0 0 0 1 0 292

14:00 - 14:15 133 124 0 1 4 7 20 15 4 8 7 5 1 1 1 1 1 0 2 3 3 1 0 1 343

14:15 - 14:30 152 132 0 1 1 2 30 18 8 9 6 7 4 1 2 0 0 0 6 2 2 0 1 2 386

14:30 - 14:45 172 151 1 0 2 1 25 20 4 10 9 6 4 1 0 2 0 2 2 0 2 0 1 0 415

14:45 - 15:00 99 153 0 1 1 3 20 8 7 4 4 8 0 1 2 0 0 4 0 0 3 0 0 0 318

15:00 - 15:15 110 138 1 0 1 5 15 16 10 7 10 7 1 0 1 2 1 3 2 0 3 0 1 1 335

15:15 - 15:30 112 132 0 0 1 2 8 20 10 5 7 5 2 2 0 2 1 2 0 0 3 1 0 1 316

15:30 - 15:45 118 121 0 0 2 1 20 28 10 9 8 3 3 5 0 2 0 2 1 1 7 4 0 1 346

15:45 - 16:00 87 143 0 0 1 0 13 23 2 4 3 3 1 2 2 0 0 0 0 0 2 2 0 0 288

16:00 - 16:15 109 86 0 0 1 0 18 14 10 2 3 6 1 1 2 0 2 0 2 1 3 3 0 1 265

Vehicle Type

I. Motorcycles II. Light Vehicles III. Heavy Vehicle IV. Other Grand Total

1. Motorcycle8. Medium Truck (2

axles) (>4tons)

9. Heavy truck

(Rigid 3 axles

more)

10. Dump Truck &

Tank Lorry

11. Semi trailer

and Full trailer (4

axles more)

12. Koyun/Etan

Time

2. Tuk-Tuk 3. Motoremok

4.

Sedan/Wagon/Van/

Taxi

5. Mini Bus6. Light Truck

(<4tons)

7. Medium & Large

Bus (16 seats +)

1,172

1,510 5 26 175 59 41 9 9 1

32 7 2 7 13 3883 4 27 103 75 16

8 13 2 1,858

1,177 3 30 190 77 49 1,590

1,238 8 17 165 84 46 18 21 4

12 18 3 8 17 6

14 10

10 8

4 1,629

906 15 16 147 40 35 1,23023 12 9 9 12 6

12 12 4 1,049764 2 11

683 4 6 119 51 33 94815 10 5 10 7 5

120 47 41 18

978

1,116 4 21 156 54 52 1,46213 8 7 15 11 5

720 2 18 100 51 47 4 15 4

4 22 4

11 2 4

46 16 9 9 1,285961 1 13 143 57

3. SUMMARY OF CLASSIFIED TRAFFIC COUNT ON NR1 AT SVAY RIENG PROVINCE

Page 36: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT

1/4hour1/4hour 1hour 1/4hour1/4hour1hour1/4hour1/4hour1hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour1/4 hour1/4 hour1 hour 1/4 hour 1 hour

Vehicle Type

I. Motorcycles II. Light Vehicles III. Heavy Vehicle IV. Other Grand Total

1. Motorcycle8. Medium Truck (2

axles) (>4tons)

9. Heavy truck

(Rigid 3 axles

more)

10. Dump Truck &

Tank Lorry

11. Semi trailer

and Full trailer (4

axles more)

12. Koyun/Etan

Time

2. Tuk-Tuk 3. Motoremok

4.

Sedan/Wagon/Van/

Taxi

5. Mini Bus6. Light Truck

(<4tons)

7. Medium & Large

Bus (16 seats +)

16:15 - 16:30 85 117 0 2 6 2 18 26 9 4 2 6 3 0 1 0 2 0 0 2 3 1 0 4 293

16:30 - 16:45 182 162 2 0 4 7 25 28 6 8 5 10 1 1 2 0 2 0 2 0 3 0 0 0 450

16:45 - 17:00 136 151 0 1 2 2 37 38 10 7 6 6 2 0 3 0 1 0 1 0 3 1 0 0 407

17:00 - 17:15 18 130 0 0 0 6 6 32 3 7 1 6 1 3 0 0 0 0 0 0 1 1 0 0 215

17:15 - 17:30 37 98 0 0 0 2 13 17 4 7 2 8 0 5 1 0 1 1 0 0 4 0 0 0 200

17:30 - 17:45 29 111 0 0 0 0 8 17 5 6 2 2 0 1 2 0 1 0 0 0 1 4 0 0 189

17:45 - 18:00 16 89 0 0 0 1 13 25 1 6 1 3 0 3 1 0 0 3 0 0 4 0 0 0 166

18:00 - 18:15 74 78 0 0 0 0 15 25 7 6 11 6 3 8 0 1 0 0 1 0 5 6 0 0 246

18:15 - 18:30 70 101 0 0 0 2 20 28 3 5 4 7 2 2 0 1 0 3 3 0 4 6 0 0 261

18:30 - 18:45 63 114 0 0 0 0 23 9 3 4 7 3 3 3 0 1 0 1 0 0 2 4 0 0 240

18:45 - 19:00 64 94 0 0 0 0 16 21 4 2 1 4 1 1 2 0 0 3 4 0 5 12 1 0 235

19:00 - 19:15 18 26 0 0 0 1 6 6 3 2 1 2 1 0 0 0 0 0 1 0 1 4 0 0 72

19:15 - 19:30 37 55 0 0 0 0 13 8 4 4 2 5 0 3 1 1 1 0 0 0 4 9 0 0 147

19:30 - 19:45 29 24 0 0 0 0 8 12 5 10 2 7 0 5 2 1 1 0 1 0 1 1 0 1 110

19:45 - 20:00 16 14 0 1 0 1 13 5 1 3 0 2 0 1 1 0 0 2 1 0 4 8 0 0 73

20:00 - 20:15 15 8 0 0 1 1 9 4 4 0 0 3 0 0 4 1 3 3 0 0 1 3 0 0 60

20:15 - 20:30 11 12 0 0 0 1 3 7 1 1 1 1 0 3 0 1 1 0 0 2 1 7 0 0 53

20:30 - 20:45 12 7 0 0 0 0 5 5 1 1 2 1 0 0 0 0 0 0 0 1 1 0 0 0 36

20:45 - 21:00 12 8 0 0 0 0 7 4 1 0 0 0 0 4 0 0 0 0 0 1 0 3 0 0 40

21:00 - 21:15 11 15 0 0 0 0 5 8 1 2 2 1 0 0 1 0 0 0 1 2 1 2 0 0 52

21:15 - 21:30 9 6 0 0 0 0 12 3 2 1 2 0 0 0 1 0 0 0 1 0 3 4 0 0 44

21:30 - 21:45 0 8 0 0 0 0 3 5 0 0 0 2 0 0 0 1 1 0 0 0 0 4 0 0 24

21:45 - 22:00 4 6 0 0 0 0 2 0 0 1 3 0 0 0 0 0 1 0 0 0 2 6 0 0 25

#### #### ##### 21 33 54 104 121 225 965 #### #### 374 398 772 246 311 557 108 121 229 90 48 138 37 48 85 62 56 118 150 128 278 23 27 50 17,104 17,104

25 13 4 6 0 15 0

1,028 5 24 204 56 44 1,4159 8 7 8 17 5

770

658 0 2 157 34 43 98223 5 7 8 44 1

528 0 9 131 39

8 1897 6 7 4 16 0

219 1 2 71 32 21 10 6 4

Total

4 22 0 14559 0 0 38 7 10 0 3 2

3 32 1 402

85 0 3 44 9

Page 37: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

PROJECT: SECOND ROAD ASSETMANAGEMENT PROJECT - ADDITIONAL F/S

DAY 1: 24H COUNT, 05 Oct 2016

DAY 2: 16H COUNT, 06 Oct 2016

DAY 3: 16H COUNT, 07 Oct 2016

HOUR TRAFFIC COUNT - SUMMARY

Name of Surveyor: Nuon Seiha Survey Location: GPS Location:E:

Phone No. 012 306 301 Traffic Direction: N: UP BMC-SR

Name of Supervisor: Koeuth Vireak Day: To

Name of Coder Date: To

Name of encoder Weather: Dowm

U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT

1/4hour 1/4hour 1hour 1/4hour 1/4hour 1hour 1/4hour 1/4hour 1hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1 hour

0 - 0 95 24 2 0 1 0 6 16 2 2 1 1 0 1 2 1 1 0 2 0 1 1 0 0 159

0 - 0 210 19 2 0 3 2 9 4 1 3 0 2 0 0 0 3 1 2 0 1 0 0 0 0 262

0 - 0 193 36 0 0 2 0 15 12 2 4 2 4 0 0 1 0 0 3 0 1 0 0 1 1 277

0 - 0 159 45 2 0 0 2 13 14 3 3 2 7 0 0 0 0 3 0 0 0 0 0 3 1 257

0 - 0 102 57 0 0 1 2 12 19 4 5 3 5 0 0 0 1 0 1 0 0 0 0 2 1 215

0 - 0 90 54 2 0 1 3 21 15 6 4 1 3 0 1 0 0 0 1 0 0 0 0 1 2 205

0 - 0 68 66 2 0 1 0 22 26 2 2 7 5 0 1 3 0 0 1 0 0 0 0 1 1 208

0 - 0 71 72 1 0 3 1 25 18 0 2 3 8 0 0 0 3 0 0 0 0 0 0 1 0 208

0 - 0 65 78 0 1 1 1 17 20 2 6 4 6 0 1 1 3 0 1 0 0 1 0 2 3 213

0 - 0 78 100 0 0 1 2 34 33 7 3 8 9 0 2 3 2 0 0 1 0 2 0 1 2 288

0 - 0 61 72 1 0 1 2 32 35 6 1 7 7 3 4 1 1 0 0 0 2 0 0 0 1 237

0 - 0 43 54 1 0 1 2 18 25 2 6 3 10 0 2 1 2 1 3 0 0 0 0 0 1 175

0 - 0 56 69 2 0 1 1 33 24 3 7 5 5 2 1 0 1 0 2 0 0 0 0 2 0 214

0 - 0 108 77 2 0 2 0 64 40 9 5 22 12 6 2 0 0 0 0 2 0 0 0 2 1 354

0 - 0 25 63 0 1 1 2 20 32 3 8 8 6 0 2 1 2 0 4 0 0 0 1 1 0 180

0 - 0 26 59 0 2 0 3 16 42 3 9 6 7 0 0 0 2 0 3 0 0 0 1 1 7 187

0 - 0 49 92 1 2 2 3 44 37 8 5 9 6 0 1 0 0 1 2 0 2 0 0 0 0 264

0 - 0 42 62 5 1 1 5 38 33 5 14 4 17 0 0 0 1 0 1 0 1 0 1 3 1 235

0 - 0 62 59 1 0 0 1 59 35 14 12 10 8 1 0 0 0 0 1 1 0 0 0 0 0 264

0 - 0 34 56 0 1 2 2 19 36 2 10 1 9 1 0 0 0 0 1 0 0 0 6 0 0 180

0 - 0 48 67 1 1 6 0 38 40 3 18 6 12 1 2 2 1 0 4 0 0 0 2 0 0 252

0 - 0 42 69 0 1 4 2 28 34 6 15 7 9 0 0 0 0 1 4 0 0 0 1 0 1 224

0 - 0 40 45 1 0 0 0 27 29 2 10 3 17 0 0 0 2 0 5 0 0 0 1 0 1 183

0 - 1 46 49 0 0 2 0 45 30 4 11 7 5 1 0 1 0 0 3 0 0 0 0 1 1 206

1 - 1 42 46 0 1 2 2 38 34 6 11 7 4 1 1 0 0 1 0 0 0 0 0 0 0 196

1 - 1 36 42 3 1 1 1 25 33 2 3 7 4 1 0 0 2 1 1 0 0 0 1 0 1 165

1 - 1 35 44 3 1 0 0 32 33 1 3 6 8 1 0 0 0 0 0 3 1 0 1 0 0 172

1 - 1 50 36 0 0 1 2 29 31 3 9 8 6 3 1 3 0 0 2 0 2 0 0 0 1 187

1 - 1 47 39 1 1 0 2 15 31 6 9 9 13 1 2 0 1 0 0 0 0 0 1 0 0 178

1 - 1 38 41 0 0 2 0 33 25 6 6 5 6 1 0 1 0 0 0 0 0 0 0 0 0 164

1 - 1 49 29 0 0 1 2 23 26 2 7 6 4 2 0 0 0 1 0 1 0 0 2 1 0 156

1 - 1 61 39 0 1 0 2 30 25 8 13 10 10 2 1 1 0 2 3 0 0 1 4 1 1 215

1 - 1 56 38 0 1 0 2 34 29 5 3 9 12 0 1 0 0 0 2 1 0 1 1 0 0 195

1 - 1 42 46 3 0 2 2 33 21 9 6 11 13 1 0 2 0 0 0 1 0 0 0 0 0 192

1 - 1 52 71 0 1 0 1 21 31 6 3 6 16 2 3 0 2 2 3 0 0 0 2 1 0 223

1 - 1 49 39 0 1 1 1 25 22 2 6 11 7 0 1 0 0 1 2 2 0 0 0 0 1 171

1 - 1 55 62 1 2 1 0 38 54 5 4 4 11 1 3 1 2 0 1 0 0 0 1 0 1 247

1 - 1 34 49 0 0 1 0 35 32 12 5 5 5 1 0 3 1 0 4 0 0 0 0 0 1 188

1 - 1 45 65 0 2 0 0 25 25 2 6 5 2 1 1 3 0 1 0 0 1 0 1 0 2 187

1 - 1 46 65 3 1 0 1 23 30 4 3 5 5 0 1 4 2 0 5 1 0 0 0 0 1 200

1 - 1 64 68 0 1 1 3 38 24 7 0 9 3 4 0 6 2 1 0 1 0 0 3 0 0 235

1 - 1 38 76 0 0 0 1 22 23 2 3 6 6 0 0 0 1 4 0 1 1 0 1 0 4 189

1 - 1 60 105 0 0 2 2 27 32 3 2 5 9 0 0 1 0 1 1 0 1 0 1 0 1 253

1 - 1 58 103 1 0 1 3 26 20 9 2 9 1 1 1 4 0 0 0 0 0 0 1 0 0 240

1 - 1 68 107 2 0 3 3 32 37 5 4 6 7 0 0 1 1 0 0 1 0 0 1 1 1 280

1 - 1 46 132 0 0 1 1 20 30 4 1 5 9 0 0 1 0 3 1 0 1 0 0 0 3 258

1 - 1 50 140 1 0 1 3 25 21 2 3 7 4 1 0 0 0 0 4 0 1 1 2 0 0 266

5. Mini Bus 12. Koyun/Etan6. Light Truck (<4tons)7. Medium & Large Bus (16

seats +)

42,500

361,059

1,487,188

SR-BMC

580

1. Motorcycle 2. Tuk-Tuk 3. Motoremok

05

19 1 7 10 4

9 9

11 16

3

4

7 10

572

393

331

456

551

682

421

343

406

483

9 3

2 13

3

5 6 1,019648 2 4 94 14 209 30

262 41

7 4 6 91728 548 6 14

2 2 822

212

542 8 16 11

6 9

1 8 713

216

363 9 3 69 208 57

10 4 4 78140 285 8 4

14 271 69

5 6 2 72038 250 8 5

0 4 865

255

466 4 6 17

301 6 4 7

2 2 9351471 13 6 9271 47

94370 464 3 1

836

11 214

935 2 7 3

5 3 3 91333 1054 12 14

12 158 25 0

3. SUMMARY OF CLASSIFIED TRAFFIC COUNT ON NR6 AT SIEM REAP PROVINCE

Time

781 6 10 89 20 6

8. Medium Truck (2 axles)

(>4tons)

9. Heavy truck (Rigid 3

axles more)

Vehicle TypeII. Light Vehicles IV. Other

2

10. Dump Truck & Tank

Lorry

955

Grand Total

11. Semi trailer and Full

trailer (4 axles more)

III. Heavy VehicleI. Motorcycles4. Sedan/Wagon/Van/

Taxi

Page 38: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT

1/4hour 1/4hour 1hour 1/4hour 1/4hour 1hour 1/4hour 1/4hour 1hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1/4 hour 1 hour 1/4 hour 1 hour

5. Mini Bus 12. Koyun/Etan6. Light Truck (<4tons)7. Medium & Large Bus (16

seats +)1. Motorcycle 2. Tuk-Tuk 3. Motoremok

Time

8. Medium Truck (2 axles)

(>4tons)

9. Heavy truck (Rigid 3

axles more)

Vehicle TypeII. Light Vehicles IV. Other

10. Dump Truck & Tank

Lorry

Grand Total

11. Semi trailer and Full

trailer (4 axles more)

III. Heavy VehicleI. Motorcycles4. Sedan/Wagon/Van/

Taxi

1 - 1 51 88 1 0 2 0 22 22 7 4 4 6 1 0 1 0 1 0 0 2 2 0 0 1 215

1 - 1 37 78 1 0 2 1 23 25 3 5 8 5 3 2 0 2 3 4 0 0 0 1 0 0 203

1 - 1 25 17 1 0 1 0 23 10 4 2 2 4 1 0 1 1 1 0 0 0 0 0 0 0 93

1 - 1 12 28 1 0 1 0 20 24 1 2 3 2 0 0 1 0 0 0 0 0 0 0 0 0 95

1 - 1 16 15 0 1 0 0 11 18 4 2 5 4 0 0 0 0 2 1 0 0 0 1 1 0 81

1 - 1 12 15 0 2 1 0 9 11 7 0 9 1 2 0 0 0 0 1 1 0 0 0 2 0 73

1 - 1 10 9 0 1 2 0 27 7 6 0 6 6 0 0 2 0 2 1 0 1 0 0 0 0 80

1 - 1 3 12 6 1 0 1 21 13 6 0 0 2 0 0 0 2 0 2 0 0 0 0 0 0 69

1 - 1 4 4 0 1 0 0 21 12 2 0 1 1 0 0 0 0 4 3 0 0 0 0 0 0 53

1 - 1 12 16 0 0 1 0 15 6 5 0 1 1 0 0 2 0 4 0 0 0 0 0 0 0 63

1 - 1 9 7 0 0 0 2 7 18 2 3 2 1 0 1 2 2 4 2 0 0 0 0 0 3 65

1 - 1 6 7 1 0 0 0 9 10 2 1 3 1 0 0 0 2 2 0 0 0 1 0 0 1 46

1 - 1 1 0 0 0 0 0 19 4 8 0 1 0 0 0 1 0 3 2 0 1 1 0 0 0 41

1 - 1 3 5 0 0 0 0 13 12 8 1 3 1 1 0 2 1 5 2 0 0 0 0 0 0 57

1 - 1 3 3 0 0 0 0 5 3 1 0 1 0 0 0 0 0 4 2 0 0 0 0 0 0 22

1 - 1 1 3 0 0 0 0 4 7 1 1 3 2 0 0 0 0 4 0 0 0 1 0 0 0 27

1 - 1 2 0 0 0 0 0 5 3 1 0 4 2 0 0 0 0 4 3 0 0 5 0 0 0 29

1 - 1 1 3 0 0 0 0 1 4 0 0 3 0 0 0 1 1 1 2 0 0 2 0 0 0 19

1 - 1 0 5 0 0 0 0 4 6 4 2 1 0 0 0 0 0 3 2 0 0 2 0 0 0 29

1 - 1 1 11 0 0 0 0 7 5 2 1 2 0 0 0 0 1 4 2 0 0 0 0 0 0 36

1 - 1 0 3 0 0 0 0 4 2 1 0 1 2 0 0 1 0 3 0 0 0 2 0 0 0 19

1 - 1 0 1 0 0 0 0 4 5 2 0 0 2 0 0 0 0 0 3 0 0 0 0 0 0 17

1 - 1 1 2 0 0 0 0 2 4 2 0 1 0 0 0 0 1 0 2 0 0 0 0 0 0 15

1 - 1 0 1 0 0 0 0 2 10 3 0 2 0 1 0 1 0 1 2 0 0 1 0 0 0 24

1 - 1 2 1 0 0 0 0 5 3 1 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 15

1 - 1 0 1 0 0 0 0 3 1 4 0 0 1 0 0 1 0 2 1 1 0 0 0 0 0 15

1 - 1 0 1 0 0 0 0 1 5 0 0 2 2 0 0 1 0 0 0 0 0 0 0 0 0 12

1 - 1 0 1 0 0 0 0 0 1 0 0 4 0 0 0 3 0 0 0 0 0 0 0 0 0 9

1 - 1 2 0 0 0 0 0 3 3 2 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 13

1 - 1 1 0 0 0 0 0 3 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 7

1 - 1 0 0 0 0 0 0 0 1 3 1 3 3 0 0 0 1 0 0 0 0 1 0 0 0 13

1 - 1 0 2 0 0 0 0 1 2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 6

1 - 1 0 0 0 0 0 0 2 5 0 1 1 1 0 1 0 0 1 1 0 0 0 0 0 0 13

1 - 1 2 0 0 0 0 0 1 0 2 1 2 0 0 0 0 0 0 1 0 0 0 0 0 0 9

1 - 1 0 1 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4

1 - 1 1 1 0 0 0 0 0 1 0 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 9

1 - 1 2 0 0 0 0 0 5 2 0 4 1 2 0 1 0 0 0 1 1 0 0 0 0 0 19

1 - 1 1 2 0 0 0 0 2 3 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 13

1 - 1 0 3 0 0 0 0 1 1 2 0 1 0 0 1 0 0 1 0 0 0 0 0 1 0 11

1 - 1 1 1 0 0 0 0 1 7 2 0 0 0 0 1 0 0 2 0 0 0 0 0 1 0 16

1 - 1 0 1 0 0 0 0 1 6 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 9

1 - 1 0 3 1 0 0 0 5 5 0 2 0 0 0 1 1 2 0 1 0 0 0 0 0 0 21

1 - 1 2 0 1 0 0 1 2 9 0 1 0 4 0 0 0 0 0 0 0 0 1 0 0 0 21

1 - 1 5 2 0 0 0 0 4 15 0 2 0 3 0 0 1 0 0 0 0 0 0 0 0 0 32

1 - 1 7 3 0 0 0 0 0 10 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 23

1 - 1 9 11 0 0 0 0 2 11 0 1 2 3 0 1 0 0 0 0 1 0 0 0 0 0 41

1 - 1 7 16 1 0 1 1 7 11 1 1 2 2 0 0 0 2 3 1 0 0 2 0 0 0 58

1 - 1 18 22 1 0 0 3 7 10 1 5 1 4 0 0 1 4 1 0 0 0 0 0 0 0 78

1 - 1 29 17 0 0 1 1 6 12 1 1 2 1 0 1 2 2 4 2 1 1 0 0 0 0 84

3,233 3,348 6,581 59 30 89 70 80 150 1,644 1,686 3,330 312 326 638 383 422 805 48 47 95 73 63 136 97 116 213 23 20 43 28 39 67 31 48 79 12,226 12,226

228

682

22 1 0 16

3 2 261

Total

017 2 11 11129 2 7 66 11

09 1 4

49

972 1 50

25 2 0 39 0 0 22 6

2 1 07 9 10 1 0

0 0

39

0 0 11

09 2 1 3

410

3 0 0 15 5

4 1 05 6 10 0 6

0 1

71

0 0 17

06 1 2 9

490

8 0 0 35 9

17 0 624 10 9 0 4

0 1

135

0 0 33

016 1 3 24

1030

69 11 4 121 21 2 0

21521 410 1 9

20 0 0 52 13

17 1 258

0 6

5

1 3 88

226 2 4 13

5 6 1,019

275

4 5 154

648 2 4 94 14 209 30

11 0 2 47223 133 6

Page 39: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

PROJECT: SECOND ROAD ASSETMANAGEMENT PROJECT - ADDITIONAL F/S

DAY 1: 24H COUNT, 05 Oct 2016

DAY 2: 16H COUNT, 06 Oct 2016

DAY 3: 16H COUNT, 07 Oct 2016

HOUR TRAFFIC COUNT - SUMMARY

Name of Surveyor: Nuon Seiha Survey Location: GPS Location:E:

Phone No. 012 306 301 Traffic Direction: N: UP BMC-SR

Name of Supervisor: Koeuth Vireak Day: To

Name of Coder Date: 6/10/2016 SR-BMC To

Name of encoder Weather: Dowm

U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT

1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour 1 hour

6:00 - 6:15 69 20 0 0 2 0 15 13 2 0 2 0 0 0 1 0 7 1 0 1 1 0 1 0 135

6:15 - 6:30 235 28 2 0 1 1 9 10 0 3 1 2 0 0 1 0 0 0 1 0 1 0 1 0 296

6:30 - 6:45 292 54 0 0 2 3 19 11 0 7 6 7 0 0 0 1 0 0 1 0 1 0 2 0 406

6:45 - 7:00 113 38 0 0 1 1 12 10 1 4 3 1 0 0 1 1 0 2 0 1 0 1 1 1 192

7:00 - 7:15 111 49 2 0 4 1 8 22 4 4 3 2 0 0 0 0 1 4 0 2 0 1 3 1 222

7:15 - 7:30 73 50 0 1 2 2 8 21 4 3 2 3 0 0 0 2 1 3 0 0 0 0 1 1 177

7:30 - 7:45 63 72 0 0 1 0 20 14 6 5 7 6 1 1 0 0 0 3 0 0 1 0 0 1 201

7:45 - 8:00 57 66 0 0 1 1 15 20 2 5 7 2 0 1 1 2 0 2 0 2 0 0 0 1 185

8:00 - 8:15 73 73 1 0 0 3 27 31 7 0 7 10 2 1 1 0 0 1 1 1 2 0 1 1 243

8:15 - 8:30 66 68 1 0 0 3 25 38 6 5 4 10 0 6 0 0 0 0 0 0 0 0 1 1 234

8:30 - 8:45 62 88 1 1 1 1 28 38 8 1 5 9 0 4 0 1 0 1 0 0 0 0 2 1 252

8:45 - 9:00 73 69 1 0 2 1 29 32 8 10 8 6 1 0 2 1 0 0 0 1 0 0 1 0 245

9:00 - 9:15 54 80 1 4 0 0 31 20 1 9 8 6 2 0 0 2 0 2 0 0 0 0 0 0 220

9:15 - 9:30 55 83 0 1 1 1 34 36 7 11 10 8 2 2 3 2 1 2 1 0 0 0 0 0 260

9:30 - 9:45 56 63 0 0 2 2 38 37 5 11 7 4 0 0 1 9 0 6 0 0 0 0 0 2 243

9:45 - 10:00 41 66 1 1 0 0 26 25 5 7 3 9 0 1 2 1 1 4 1 0 0 0 2 1 197

10:00 - 10:15 61 66 0 1 1 1 41 46 10 8 7 7 1 1 2 8 0 1 0 0 0 0 2 1 265

10:15 - 10:30 57 62 1 1 1 0 35 59 3 5 6 0 0 1 0 2 0 1 0 1 0 1 0 0 236

10:30 - 10:45 34 55 0 0 1 3 27 45 5 12 10 1 0 0 1 3 0 0 1 0 0 0 0 2 200

10:45 - 11:00 41 36 0 0 3 3 29 32 2 14 2 2 1 1 0 5 0 7 3 0 1 2 0 0 184

11:00 - 11:15 37 42 0 0 2 3 40 45 6 14 6 1 10 0 0 4 1 1 0 3 3 1 2 0 221

11:15 - 11:30 39 39 0 1 0 1 33 38 5 6 5 7 4 0 1 2 0 3 0 0 1 4 0 0 189

11:30 - 11:45 37 53 0 0 2 1 24 30 3 7 3 8 6 2 0 1 0 2 0 1 0 1 0 1 182

11:45 - 12:00 21 31 0 0 0 0 20 11 2 7 2 6 4 1 0 0 1 0 0 0 0 0 0 0 106

12:00 - 12:15 27 46 0 1 0 3 25 25 5 6 4 7 1 0 2 1 0 1 0 0 1 0 0 0 155

12:15 - 12:30 20 34 2 0 4 4 26 40 2 9 7 3 0 0 0 1 0 4 1 0 0 1 0 0 158

12:30 - 12:45 20 24 1 0 0 2 38 29 3 7 3 4 1 0 0 4 0 2 0 2 0 1 3 0 144

12:45 - 13:00 31 48 0 0 1 0 25 30 7 12 4 2 2 0 0 4 0 1 0 0 1 0 0 0 168

13:00 - 13:15 40 45 1 0 3 1 27 39 4 7 11 4 0 1 1 0 0 0 0 0 0 4 1 0 189

13:15 - 13:30 37 43 2 2 2 4 20 25 5 5 7 10 1 1 0 0 1 5 2 1 1 0 1 0 175

13:30 - 13:45 41 44 1 1 3 0 31 29 7 2 8 6 1 0 7 2 0 4 4 0 0 0 3 1 195

13:45 - 14:00 38 41 1 0 0 4 26 22 8 8 10 7 1 2 1 1 2 2 2 0 1 0 2 0 179

14:00 - 14:15 58 59 1 1 6 1 31 40 6 8 5 13 1 3 3 5 1 1 2 3 1 1 1 3 254

14:15 - 14:30 38 39 0 1 1 1 22 24 5 6 5 7 0 1 2 1 1 0 0 1 0 3 0 0 158

14:30 - 14:45 43 67 0 0 0 0 20 28 5 8 10 10 2 2 0 1 1 1 1 5 1 1 1 1 208

14:45 - 15:00 43 63 0 0 3 0 21 22 4 3 4 3 1 1 2 3 0 1 4 0 2 4 0 0 184

15:00 - 15:15 43 43 2 2 3 1 48 26 5 6 9 5 1 0 1 0 0 3 2 1 2 1 0 0 204

15:15 - 15:30 51 39 1 1 3 1 15 18 3 5 5 4 3 1 1 0 0 1 0 2 0 1 1 1 157

15:30 - 15:45 50 38 2 1 1 3 25 38 7 3 3 3 0 0 3 0 1 2 0 2 0 3 0 3 188

15:45 - 16:00 38 54 3 0 2 1 20 26 5 2 6 6 1 0 2 3 0 0 0 0 0 0 0 0 169

16:00 - 16:15 69 31 1 1 0 0 35 25 9 4 3 6 2 1 2 2 0 2 0 0 0 1 1 0 195

16:15 - 16:30 57 77 0 1 0 1 41 22 5 2 7 5 2 0 3 1 2 1 0 1 0 0 0 1 229

7 7 5 718

551 8 11 239 34 45 9277 12 8 4 2 6

356 12 15 216 36 41 6 10 7

9 6 8 738

410 3 12 208 45 57 80411 17 6 16 13 6

329 8 17 219 46 63 7 12 14

4 10 3 698

250 4 14 238 51 34 6254 12 8 3 4 3

299 1 9 241 50 38 27 8 8

5 920

412 3 13 314 59 35 8855 21 9 5 4 5

572 5 11 248 45 59 974

498 8 6 247 56 55 7 20 16

14 5 2 3 2 8

2 0

2 11 99 17 22

4 2 8 785

Time

2. Tuk-Tuk 3. Motoremok4. Sedan/Wagon/Van/

Taxi5. Mini Bus 6. Light Truck (<4tons)

7. Medium & Large Bus

(16 seats +)

1,029

541 3 12 128 33 32 3 5 14

0 5 10 4 4 6849

3. SUMMARY OF CLASSIFIED TRAFFIC COUNT ON NR6 AT SIEM REAP PROVINCE

Vehicle TypeI. Motorcycles II. Light Vehicles III. Heavy Vehicle IV. Other Grand Total

1. Motorcycle8. Medium Truck (2

axles) (>4tons)

9. Heavy truck (Rigid 3

axles more)

10. Dump Truck & Tank

Lorry

11. Semi trailer and Full

trailer (4 axles more)12. Koyun/Etan

361059

1487188

Page 40: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT

1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour 1 hourTime

2. Tuk-Tuk 3. Motoremok4. Sedan/Wagon/Van/

Taxi5. Mini Bus 6. Light Truck (<4tons)

7. Medium & Large Bus

(16 seats +)

Vehicle TypeI. Motorcycles II. Light Vehicles III. Heavy Vehicle IV. Other Grand Total

1. Motorcycle8. Medium Truck (2

axles) (>4tons)

9. Heavy truck (Rigid 3

axles more)

10. Dump Truck & Tank

Lorry

11. Semi trailer and Full

trailer (4 axles more)12. Koyun/Etan

16:30 - 16:45 46 110 0 1 1 3 29 21 3 4 9 2 0 0 1 0 1 0 0 0 0 0 1 3 235

16:45 - 17:00 58 103 3 1 1 5 33 33 6 1 8 5 2 0 2 1 1 1 2 1 1 0 0 0 268

17:00 - 17:15 62 107 1 0 1 3 25 24 7 2 4 5 0 0 6 1 1 0 0 1 0 0 0 1 251

17:15 - 17:30 42 117 0 1 3 0 31 18 9 2 5 7 3 0 4 1 1 1 0 3 0 1 0 3 252

17:30 - 17:45 37 126 0 0 0 0 32 18 9 2 6 2 0 0 0 2 1 1 0 1 0 0 0 1 238

17:45 - 18:00 36 94 0 1 0 3 23 29 8 3 6 6 0 0 1 2 0 1 0 1 0 0 0 2 216

18:00 - 18:15 30 52 1 0 0 0 29 22 5 4 6 5 0 0 2 0 0 0 1 1 0 1 0 0 159

18:15 - 18:30 23 32 1 2 2 0 23 21 9 1 3 4 0 0 1 1 0 4 1 0 1 0 0 0 129

18:30 - 18:45 10 19 3 0 0 1 21 20 2 2 2 2 1 0 1 1 0 2 0 1 0 1 0 0 89

18:45 - 19:00 16 25 0 0 0 0 17 19 13 3 16 2 0 0 3 1 0 4 0 0 0 0 0 1 120

19:00 - 19:15 13 11 0 1 0 0 14 11 7 0 1 2 0 0 0 1 2 3 0 0 0 2 0 0 68

19:15 - 19:30 9 16 0 0 0 0 15 12 0 3 5 3 0 0 0 1 1 1 0 0 0 1 0 1 68

19:30 - 19:45 13 12 0 0 0 0 10 14 0 1 3 3 0 0 1 0 0 1 0 0 1 1 0 0 60

19:45 - 20:00 4 7 0 0 0 0 19 6 4 2 2 5 0 0 1 1 1 1 2 0 4 0 0 0 59

20:00 - 20:15 5 11 0 0 0 0 23 14 1 2 7 4 2 1 0 1 3 3 3 0 2 1 0 0 83

20:15 - 20:30 6 7 0 1 0 0 18 2 1 0 0 0 0 0 1 1 3 3 0 1 1 0 0 0 45

20:30 - 20:45 6 5 0 1 0 0 16 4 4 0 5 2 2 0 0 2 0 0 0 0 0 0 0 0 47

20:45 - 21:00 5 6 0 0 0 1 14 9 3 1 4 1 0 0 0 1 2 1 2 0 2 0 0 0 52

21:00 - 21:15 4 2 0 0 0 0 12 3 8 1 0 0 0 0 0 0 0 1 0 0 4 0 0 0 35

21:15 - 21:30 4 1 0 0 0 0 5 6 5 0 3 5 3 0 0 0 0 0 3 0 4 0 0 0 39

21:30 - 21:45 2 10 0 0 0 0 8 8 5 1 2 3 1 0 0 0 0 0 0 0 2 0 0 0 42

21:45 - 22:00 8 5 0 0 0 0 5 6 2 1 1 3 0 0 0 0 1 0 0 1 1 1 0 0 35

#### #### #### 38 32 70 70 75 145 #### #### #### 308 297 605 333 293 626 68 36 104 71 94 165 40 105 145 41 42 83 44 41 85 35 37 72 11,190 11,190

0

Total

53 23 17 4 0 2 4 12 0

255

51 2 1 100 12 23 2275 6 15 6 6 0

85 1 0 101

15136 0

17 24 0 5 10

6 1 7 957

2 9 1

207 7 3 172 39 40 4971 10 10 4 3 1

621 3 10 200 42 41 3 17 6

551 8 11 239 34 45 9277 12 8 4 2 6

Page 41: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

PROJECT: SECOND ROAD ASSETMANAGEMENT PROJECT - ADDITIONAL F/S

DAY 1: 24H COUNT, 05 Oct 2016

DAY 2: 16H COUNT, 06 Oct 2016

DAY 3: 16H COUNT, 07 Oct 2016

HOUR TRAFFIC COUNT - SUMMARY

Name of Surveyor: Nuon Seiha Survey Location: GPS Location:E:

Phone No. 012 306 301 Traffic Direction: N: UP BMC-SR

Name of Supervisor: Koeuth Vireak Day: To

Name of Coder Date: 7/10/2016 SR-BMC To

Name of encoder Weather: Dowm

U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT

1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour 1 hour

6:00 - 6:15 77 17 1 0 1 1 7 12 1 4 2 5 0 0 0 1 1 2 0 0 1 1 1 1 136

6:15 - 6:30 172 30 1 0 2 0 12 21 2 2 6 3 1 0 0 4 2 0 1 0 0 1 0 0 260

6:30 - 6:45 248 28 1 0 0 2 14 11 1 0 2 4 0 1 0 2 1 1 0 0 0 0 0 0 316

6:45 - 7:00 180 60 0 0 1 1 21 12 2 2 7 7 0 0 0 0 1 0 0 0 0 1 0 0 295

7:00 - 7:15 123 48 1 0 1 1 2 23 1 2 6 2 0 1 0 1 0 2 1 0 0 0 1 0 216

7:15 - 7:30 99 59 0 0 0 0 1 20 2 5 5 4 0 1 0 2 0 1 0 0 1 0 0 0 200

7:30 - 7:45 63 40 0 1 0 2 2 10 5 0 4 5 0 0 0 0 1 0 0 0 0 0 1 1 135

7:45 - 8:00 54 53 2 0 2 1 2 20 4 2 6 5 0 0 0 4 0 1 0 0 0 0 2 0 158

8:00 - 8:15 65 70 1 1 3 3 19 24 0 5 3 6 0 1 0 0 0 1 0 0 0 1 1 0 204

8:15 - 8:30 63 75 0 0 1 2 26 24 1 1 3 6 0 2 0 0 0 0 0 2 0 0 0 1 207

8:30 - 8:45 62 68 2 0 0 1 12 34 8 5 8 14 1 6 0 1 0 1 0 0 0 0 1 0 224

8:45 - 9:00 70 62 0 0 1 1 30 24 2 5 8 14 0 1 0 0 0 0 1 0 0 0 0 0 219

9:00 - 9:15 57 62 0 0 1 2 31 34 6 10 7 10 1 1 0 1 0 0 0 0 0 0 1 0 224

9:15 - 9:30 52 72 0 1 0 2 29 27 9 6 8 13 1 0 2 1 1 0 1 0 0 0 1 0 226

9:30 - 9:45 51 80 1 2 1 2 38 30 8 6 10 12 0 4 0 0 0 2 1 0 0 0 0 0 248

9:45 - 10:00 53 57 1 0 1 2 37 28 7 8 5 15 0 1 0 1 0 0 0 3 0 1 0 1 221

10:00 - 10:15 67 51 1 0 0 2 30 32 8 6 9 4 2 0 0 0 1 2 0 1 0 1 13 1 231

10:15 - 10:30 70 45 0 1 1 0 45 31 6 4 7 4 2 3 0 0 1 5 0 0 0 2 1 0 228

10:30 - 10:45 21 55 0 1 6 0 20 28 4 10 2 11 0 0 0 2 0 1 0 0 0 0 3 10 174

10:45 - 11:00 47 68 0 1 0 0 23 35 6 4 7 10 1 0 1 1 0 2 0 0 0 1 0 4 211

11:00 - 11:15 58 56 0 0 1 0 29 38 0 7 6 3 0 0 1 2 1 5 1 0 1 0 0 0 209

11:15 - 11:30 45 49 0 1 0 1 29 44 12 11 9 5 5 0 2 0 2 3 1 0 0 2 2 0 223

11:30 - 11:45 48 49 0 0 2 4 39 33 4 8 9 6 3 0 0 3 2 1 1 0 0 0 0 0 212

11:45 - 12:00 49 55 2 1 4 2 24 30 4 13 2 6 2 1 0 0 1 1 0 1 1 4 0 0 203

12:00 - 12:15 39 45 0 0 1 0 34 27 4 9 5 9 1 0 0 0 0 1 1 0 0 1 0 1 178

12:15 - 12:30 66 45 0 1 4 1 20 24 3 9 5 11 0 0 0 0 0 4 0 1 0 2 0 0 196

12:30 - 12:45 39 53 0 0 3 1 27 46 5 10 1 11 3 0 3 1 2 1 0 0 0 5 0 0 211

12:45 - 13:00 51 47 0 0 0 2 27 19 4 8 9 6 1 0 3 1 1 1 1 1 0 1 0 1 184

13:00 - 13:15 42 41 0 0 1 0 23 27 5 8 4 3 1 1 0 2 1 1 0 0 1 0 0 0 161

13:15 - 13:30 46 35 1 0 2 2 29 33 7 6 2 6 2 3 0 1 0 7 1 0 0 0 0 3 186

13:30 - 13:45 46 46 3 0 3 2 23 12 3 13 6 8 1 1 0 0 1 0 1 0 4 0 0 5 178

13:45 - 14:00 38 58 1 0 1 2 17 32 6 5 4 15 1 0 1 1 0 2 0 0 0 0 1 1 186

14:00 - 14:15 40 45 0 1 0 3 23 32 3 12 1 5 3 1 1 0 2 2 0 0 0 2 0 0 176

14:15 - 14:30 15 23 1 0 1 1 9 20 4 3 2 5 0 1 0 0 2 2 0 0 2 0 0 1 92

14:30 - 14:45 43 63 1 0 0 2 20 32 3 4 7 6 0 1 3 2 0 2 3 0 0 0 1 1 194

14:45 - 15:00 46 46 1 1 1 3 34 27 4 5 6 3 0 1 0 2 0 1 3 0 0 0 0 2 186

15:00 - 15:15 54 62 0 0 2 1 23 30 4 2 6 2 0 0 1 0 4 3 0 0 0 4 0 2 200

15:15 - 15:30 56 55 0 0 0 0 32 30 12 3 5 3 2 0 1 0 1 1 1 1 0 0 0 0 203

15:30 - 15:45 68 50 0 1 1 0 26 30 2 1 10 8 0 0 0 0 0 0 0 1 1 3 0 1 203

15:45 - 16:00 53 53 2 3 1 1 27 31 3 2 18 5 2 0 0 1 3 0 2 1 0 1 0 0 209

16:00 - 16:15 55 48 0 0 0 0 29 29 12 6 10 6 2 0 0 0 1 0 1 0 0 2 0 0 201

16:15 - 16:30 48 104 0 1 1 0 36 31 4 1 9 7 0 0 0 0 0 0 1 1 0 1 1 1 247

6 9 3 815

707 3 6 232 40 66 1,0815 1 4 6 8 3

451 6 6 229 29 57 4 3 12

2 5 10 711

321 5 11 197 38 35 6487 8 11 6 4 5

352 5 13 196 53 48 10 5 12

4 8 2 847

385 1 12 224 52 57 7695 8 10 4 9 2

409 4 14 266 59 46 11 8 16

5 1 3 919

424 4 9 244 48 54 8448 4 12 1 4 32

484 5 11 254 60 80 8 5 3

1 5 709

535 4 12 193 27 62 85411 1 2 3 1 3

539 4 7 80 21 37 2 7 5

12. Koyun/Etan

Time

812 3 8 110 14 36

5. Mini Bus 6. Light Truck (<4tons)7. Medium & Large Bus

(16 seats +)

8. Medium Truck (2

axles) (>4tons)

9. Heavy truck (Rigid 3

axles more)

10. Dump Truck & Tank

Lorry

11. Semi trailer and Full

trailer (4 axles more)

1

1,0072 7 8 1 4 2

3. SUMMARY OF CLASSIFIED TRAFFIC COUNT ON NR6 AT SIEM REAP PROVINCE

361059

1487188

Vehicle TypeI. Motorcycles II. Light Vehicles III. Heavy Vehicle IV. Other Grand Total

1. Motorcycle 2. Tuk-Tuk 3. Motoremok4. Sedan/Wagon/Van/

Taxi

Page 42: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT U D TOT

1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4hour1/4hour 1hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour1/4 hour 1 hour 1/4 hour 1 hour

12. Koyun/Etan

Time

5. Mini Bus 6. Light Truck (<4tons)7. Medium & Large Bus

(16 seats +)

8. Medium Truck (2

axles) (>4tons)

9. Heavy truck (Rigid 3

axles more)

10. Dump Truck & Tank

Lorry

11. Semi trailer and Full

trailer (4 axles more)

Vehicle TypeI. Motorcycles II. Light Vehicles III. Heavy Vehicle IV. Other Grand Total

1. Motorcycle 2. Tuk-Tuk 3. Motoremok4. Sedan/Wagon/Van/

Taxi

16:30 - 16:45 74 140 1 0 4 0 27 31 4 4 10 6 0 1 0 0 0 1 0 2 0 2 0 0 307

16:45 - 17:00 47 191 0 1 0 1 25 24 8 1 10 8 2 0 1 0 0 2 0 1 0 3 0 1 326

17:00 - 17:15 65 96 0 2 3 7 30 29 3 3 13 7 1 0 1 0 3 1 0 0 0 1 2 0 267

17:15 - 17:30 49 124 1 0 3 1 22 22 5 3 13 6 1 0 3 0 1 2 0 3 0 3 0 1 263

17:30 - 17:45 46 161 1 2 1 1 23 22 7 1 9 5 2 0 2 0 2 2 1 0 1 0 1 0 290

17:45 - 18:00 49 73 0 1 5 2 21 24 3 1 6 5 1 0 1 0 0 1 0 0 0 3 0 1 197

18:00 - 18:15 46 52 0 2 1 0 21 9 4 8 8 6 0 1 1 1 4 2 0 0 0 1 0 0 167

18:15 - 18:30 60 23 0 0 0 0 65 11 9 3 13 4 0 0 0 0 5 2 2 0 1 1 0 0 199

18:30 - 18:45 12 27 0 0 1 0 20 12 4 3 0 2 0 0 1 0 4 0 0 0 0 0 0 0 86

18:45 - 19:00 5 15 0 0 0 0 16 15 1 1 0 4 0 1 2 1 3 4 0 0 0 1 3 1 73

19:00 - 19:15 19 13 0 0 0 0 46 9 8 2 12 2 0 0 4 0 4 2 0 0 0 0 1 0 122

19:15 - 19:30 14 13 0 0 0 1 21 9 3 1 4 3 0 0 0 0 2 2 0 0 0 0 0 0 73

19:30 - 19:45 6 13 0 0 0 0 12 14 0 0 1 3 0 0 2 0 1 2 0 0 0 0 0 0 54

19:45 - 20:00 12 6 0 0 0 0 11 11 4 4 2 1 0 1 2 2 1 1 0 0 0 0 0 0 58

20:00 - 20:15 12 5 0 0 0 0 29 15 1 1 4 2 0 0 0 0 4 1 0 0 0 0 0 0 74

20:15 - 20:30 5 9 0 0 0 0 8 10 0 0 5 2 1 0 2 2 5 3 0 0 1 0 0 0 53

20:30 - 20:45 5 7 0 0 0 1 20 5 3 1 1 3 0 0 1 0 3 0 0 0 0 0 0 0 50

20:45 - 21:00 2 4 0 0 0 0 4 14 1 1 0 2 0 0 0 1 6 0 0 1 0 0 0 0 36

21:00 - 21:15 7 5 0 0 0 0 13 7 1 0 3 0 0 0 0 1 5 0 0 0 0 0 0 0 42

21:15 - 21:30 1 11 1 0 0 0 15 10 5 0 1 1 0 0 0 1 3 2 0 0 1 0 0 0 52

21:30 - 21:45 7 8 0 1 1 0 6 5 1 1 1 3 0 0 1 0 4 0 0 0 1 0 0 0 40

21:45 - 22:00 1 1 0 0 0 0 13 5 1 0 1 0 1 0 0 0 3 0 0 0 0 0 0 0 26

#### #### #### 28 27 55 70 67 137 #### #### #### 267 272 539 368 368 736 47 36 83 43 46 89 96 89 185 26 20 46 17 52 69 38 42 80 11,426 11,426

0 2 0 16041 2 1 74 9 10 1 3 17

0 0 1 307

49 0 1 105 8 19 2131 6 22 1 1 0

96 0 1 133 22 28 1 10 15

4 8 5 1,017

240 2 2 169 33 37 5252 6 24 2 4 4

663 7 23 193 26 64 5 7 12

707 3 6 232 40 66 1,0815 1 4 6 8 3

Total

Page 43: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

 

 

 

 

 

 

 

 

 

 

 

 

 

Annex C   CRASH RECORDS AND LOW COST ROAD SAFETY 

TREATMENTS 

 

Page 44: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

1. Number of casualties by severity of injuries (2012 – 2015) for all province

# % # % # % # %

Total Crashes 4353 4645 4519

Fatality 1950 2226 2231

Serious injury 5671 6005 5450

Slight injury 8109 6425 5746

No injury 166 105 71

Unknown 331 554 151

Total Injries 16227 15315 13649

2. Number of crashes and casualties by years (2012 – 2015) for NR1

Nr1 Nr6 Nr1 Nr6 Nr1 Nr6 Nr1 Nr6

Total Crashes 173 231 198 260 82 198

Fatality 23% 30% 20% 22% 20% 27%

Serious injury 39% 36% 34% 33% 27% 29%

Slight injury 36% 30% 35% 22% 41% 25%

No injury 2% 3% 11% 23% 11% 19%

Unknown 0% 1% 0% 0% 0% 0%

Total Injries 100% 100% 100% 100% 100% 100%

Fatalities and 

injuries

2012 2013 2014 2015

Fatalities and 

injuries

2012 2013 2014 2015

Page 45: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Total

Fatality Serious injury

Slight injury

No injuryFatality

Serious injury

Slight injury

No injury Fatality Serious injury

Slight injury

No injury

Kampong Trabaek 1 4 2 2 9 0 3 1 2 6 0 6 3 0 9Kansoam Ak 2 1 3 2 8Prasat 12 11 5 4 32 4 12 7 1 24 1 10 2 0 13Prey Chhor 0 2 1 1 4 2 0 0 0 2 1 1 0 0 2Total 13 17 8 7 45 6 15 8 3 32 4 18 8 2 32Neak Loeang 0 1 1 1 3 4 2 3 1 10 1 1 0 2Preaek Khsay Ka 1 1 0 0 2 3 3 1 7Preaek Khsay Kha 0 1 1 1 3 0 2 0 0 2Total 1 3 2 2 8 4 4 3 1 12 4 4 1 9Angkor Reach 0 2 0 0 2 8 16 10 1 35 1 0 0 1Boeng Daol 0 5 0 0 5

Kampong Soeng 8 8 0 2 18 7 10 6 23Krang Svay 5 3 0 1 9 1 4 4 0 9Lvea 2 4 1 0 7 2 4 3 1 10 5 7 19 31Rumchek 3 0 1 0 4 2 2 1 0 5 2 9 8 19Total 18 22 2 3 45 13 26 18 2 59 15 26 33 74

Fatality Serious injurySlight injury No injury

Unknown Fatality

Serious injury

Slight injury No injury

Unknown Fatality

Serious injury

Slight injury No injury Unknown

Bati 1 1 4 0 0 6 1 6 8 2 0 17 1 2 0 0 3Bavet 12 18 9 8 0 47 9 22 15 11 1 58 12 18 6 1 37Chrak Mtes 7 22 103 8 2 142 5 9 6 4 0 24 1 0 0 1 2Prey Angkunh 3 3 4 2 0 12 3 4 4 2 0 13 6 8 6 0 20Total 23 44 120 18 2 207 18 41 33 19 1 112 20 28 12 2 62Svay Ta Yean 21 17 74 6 118 1 1 2 3 3

Total 21 17 74 6 118 1 1 2 3 3Kouk Pring 1 0 0 1

Kraol Kou 1 3 6 3 13 2 1 2 5 5 2 0 0 7

Svay Chrum 3 3 2 0 8 1 1 0 2 2 0 3 3 8Ta Suos 2 6 2 1 11 2 7 5 14 5 2 1 0 8Total 6 12 10 4 32 6 9 7 22 12 4 4 3 23Chek 2 7 2 1 12 3 11 4 2 20 4 17 0 21

Pou Ta Hao 0 0 0 0 0 0 0 2 2 0 4

Prey Chhlak 0 1 1 1 3 0 5 5 5 15 0 1 0 1Sangkhoar 1 1 0 1 3 2 0 0 1 3 1 1 0 2Svay Rieng 0 4 0 0 4 3 2 0 5Svay Toea 1 4 3 0 8 3 17 73 3 96 0 6 8 14Total 4 13 6 3 26 8 39 84 11 142 8 27 8 43Kandieng Reay 4 7 6 4 21 4 8 4 4 20 2 8 10 20Romeang Thkaol 1 6 8 3 18 1 1 2 1 5 2 2 0 4Sambuor 1 0 0 0 1Total 6 13 14 7 40 5 9 6 5 25 4 10 10 24

Total

20132014 TotalPrey Veang province

2013

Total

Bavet

2015TotalDistrict Commune

District Commune2015

Svay Teab

Peam Ro

Preah Sdach

Kampong Trabaek

Svay Rieng province2014

Total

Kampong Rou

Svay Chrum

Svay Rieng

Page 46: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Fatality Serious injury Slight injury No injury Unknown Fatality Serious injury Slight injury No injury Fatality Serious injury Slight injury No injuryKampong Kdei 2 0 1 1 0 4 1 0 0 1 2 2 0 0 2Kouk Thlok Kraom 4 0 4 1 0 9 1 0 1 2Lveaeng Ruessei 1 2 0 1 1 5 3 1 0 2 6 0 2 0 2Ruessei Lok 1 0 3 1 1 6 3 2 0 2 7Sangvaeuy 1 2 3 4 10Spean Tnaot 4 0 1 1 6Total 8 2 8 4 2 24 12 5 4 10 31 3 2 1 6Kampong Thkov 2 0 0 2Kralanh 1 1 0 2 1 0 0 1Sranal 0 0 1 1 4 14 11 29 1 5 2 8Total 1 1 1 3 7 14 11 32 1 5 2 8Bakong 3 0 0 1 4 1 2 1 0 4 3 4 1 8Kandaek 3 1 1 1 6 10 7 2 5 24 13 15 10 38Kantreang 1 0 0 1 2 1 0 0 1Roluos 2 2 2 0 6 0 2 0 3 5 1 0 0 1Trapeang Thum 3 2 3 1 9 1 0 0 6 7 1 3 4 8Total 12 5 6 4 27 12 11 3 14 40 19 22 15 56Khnat 4 2 1 3 10 2 4 3 2 11 0 2 0 2Lvea 10 1 1 3 15 1 4 2 4 11Prey Chruk 1 0 0 1 2 4 2 4 0 10 1 3 2 6Puok 2 8 22 7 39 1 2 3 1 7 0 3 0 3Sasar Sdam 2 2 2 1 7 4 1 2 3 10 1 0 0 1Total 19 13 26 15 73 12 13 14 10 49 2 8 2 12

2 3 2 1 80 1 1 0 2

Sala Kamreuk 0 1 2 2 5 0 0 0 1 1 1 0 0 0 1Sla Kram 5 5 3 4 17 1 10 4 7 22 7 4 8 0 19Srangae 1 1 0 1 3 1 2 1 1 5 4 6 4 1 15Svay Dankum 2 1 2 0 5 2 9 6 6 23 3 9 10 0 22Tuek Vil 1 1 0 1 3 4 0 0 1 5 5 5 3 0 13Total 9 9 7 8 33 8 21 11 16 56 22 28 28 2 80Dam Daek 1 0 1 2 1 1Khchas 0 3 1 4Kien Sangkae 4 2 6 1 4 2 7Total 4 2 6 2 7 4 13 1 1

Siem Reap2013

Total

2015

Total

Commune 2014

Total

Soutr Nikom

Siem Reap

Kralanh

Chi Kraeng

District

Puok

Prasat Bakong

Page 47: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Crash Locations on NR1 PK62+00 to PK102+00(2013‐2015)

2013

No. III.Cause of crash IV.Number of crashes

Province District Commune Village X Y

Not respect right of way

510940 1270474 Not respect right of way

Not respect right of way

514329 1269024 Drunking driving

512124 1269997 Not respect right of way

512449 1269883 Other

512150 1269987 Not respect right of way

Speed‐related

Speed‐related

Not respect right of way

Dangerous overtaking

Speed‐related

500675 1274223 Speed‐related

N/A

Speed‐related

Speed‐related

Speed‐related

Speed‐related

504859 1250875 Speed‐related

Speed‐related

Speed‐related

Dangerous overtaking

Speed‐related

Speed‐related

Speed‐related

Speed‐related

Speed‐related

536559 1307163 Change lane without due ca

Speed‐related

Not respect right of way

Drunking driving

Speed‐related

Speed‐related

Load falling off

Speed‐related

Speed‐related

Speed‐related

619810 1221669 Speed‐related

627514 1223951 Not respect right of way

627925 1224101 Driving against flow of traffi

626450 1220564 Driving against flow of traffi

626149 1220346 Driving against flow of traffi

626447 1223565 Driving against flow of traffi

621784 122222 Not respect right of way

622764 1222493 Driving against flow of traffi

622008 1222285 Change direction without du

622422 1222403 N/A

622460 1222414 Speed‐related

624528 1222970 Speed‐related

626233 1223448 Drunking driving

625489 1223234 Speed‐related

622757 1222495 Driving against flow of traffi

624537 1222974 Dangerous overtaking

622733 1222487 Not respect right of way

612689 1220297 Speed‐related

619590 1220289 Change lane without due ca

612204 1220248 Drunking driving

615057 1220497 Speed‐related

614422 1220486 Speed‐related

Driving against flow of traffi

583744 1226839 Not respect right of way

Prey Veng        Preah Sdach        Rumchek                    

Svay Rieng       Bavet              Prey Angkunh                Prey Tob               3

11

Svay Rieng       Bavet              Prey Angkunh                Kampout Chruk       3

Svay Rieng       Bavet              Bavet                       Bavet Kandal    6

Ta Boeb          

3

Prey Veng        Preah Sdach        Rumchek                     Chongruh             3

Prey Veng        Preah Sdach        Lvea                        Lvea                 3

Satthea         

6

Prey Veng        Preah Sdach        Kampong Soeng               Prey Khla        3

3

Prey Veng        Peam Ro            Preaek Khsay Kha            Phum Buon       3

Prey Veng        Preah Sdach        Kampong Soeng               Soeng        

3

Phnom Penh      Mean Chey          Kbal Kaoh                   Preaek Thum 3

4

Kandal           Kien Svay          Dei Edth                    Sdau Kanlaeng 3

I. Location( PK, Name of village, commune and district) II. Coordiantes

Kandal           Kien Svay          Banteay Daek                Khsom

Phnom Penh      Mean Chey          Kbal Kaoh                   Chrouy Ampil     

Prey Veng        ampong Trabaek Kampong Trabaek             Kampong Trabaek

Svay Rieng       Bavet              Bavet                      

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584169 1226708 Drunking driving

586167 1226117 Using mobile phone

597874 1221392 Speed‐related

597837 1221404 Speed‐related

599283 1220682 Fatigue or illness

2014

No. III.Cause of crash IV.Number of crashes

Province District Commune Village X Y

510564 1270639 Dangerous overtaking

509975 1270755 Not respect right of way

510009 1270752 Speed‐related

515566 1267908 Drunking driving

516210 1267366 Not respect right of way

Drunking driving

Dangerous overtaking

Drunking driving

Dangerous overtaking

500597 1274227 Dangerous overtaking

501632 1273895 Speed‐related

Other

501031 1274077 Change lane without due ca

Other

Speed‐related

496505 1275277 Not respect right of way

Speed‐related

Speed‐related

496392 1275269 Speed‐related

Speed‐related

Speed‐related

Drunking driving

Speed‐related

Speed‐related

Change lane without due ca

Not respect traffic lights

Speed‐related

Dangerous overtaking

Speed‐related

542714 1230634 Drunking driving

Speed‐related

Speed‐related

Dangerous overtaking

535979 1242634 Speed‐related

Speed‐related

Speed‐related

Speed‐related

Speed‐related

Speed‐related

500498 1244190 Dangerous overtaking

Change direction without du

530990 1250798 N/A

627542 1227259 Change direction without du

626936 122341 Drunking driving

627538 1224171 Dangerous overtaking

627517 1224043 Drunking driving

627542 1224070 Not respect right of way

627259 1223866 Change direction without du

Drunking driving

627522 1224055 Speed‐related

Not respect right of way

Change lane without due ca

625516 1223236 Drunking driving

627936 1224104 Not respect right of way

Speed‐related

Speed‐related

612613 1220632 Fatigue or illness

626976 1226856 Speed‐related

610272 1220094 Driving against flow of traffi

Svay Rieng       Svay Teab          Kandieng Reay               3

Svay Rieng       Svay Rieng         Chek                        Svay                     3

Prasout Ti Muoy   

I. Location( PK, Name of village, commune and district) II. Coordiantes

Prey Veng        Preah Sdach        Krang Svay                  Sangkae Chong                3

Prey Veng        Preah Sdach        Kampong Soeng               Krang K'ok 8

Phnom Penh      Mean Chey          Veal Sbov                   Veal Sbov 5

14

Prey Veng        Peam Ro            Neak Loeang                 tueng Slout                     

Phnom Penh      Mean Chey          Kbal Kaoh                   Chrouy Ampil 6

Kandal           Kien Svay          Phum Thum                   Phum Thum                    3

3

Kandal           Kien Svay          Banteay Daek                Kandal Leu                     3

Kandal           Kien Svay          Dei Edth                    Dei Edth Kaoh Phos

Prey Veng        ampong Trabaek Prasat                      Chrolong 3

Prey Veng        Preah Sdach        Kampong Soeng               Soeng                        5

Svay Rieng       Bavet              Prey Angkunh                hrey Thum                        3

3

Svay Rieng       Bavet              Bavet                       avet Kandal                     

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605649 1220503 Speed‐related

603796 1220668 Change lane without due ca

604154 1220149 Change lane without due ca

593789 1223896 Other

593772 1223902 Drunking driving

592338 1224505 Change lane without due ca

592858 1224348 Drunking driving

581129 1227776 Not respect right of way

586724 1225942 N/A

600926 1220182 Not respect right of way

601858 1219964 Speed‐related

602344 1219810 Speed‐related

598177 1221304 Dangerous overtaking

599563 1220524 Not respect traffic lights

599563 1220524 Speed‐related

611763 1222452 Speed‐related

617018 1220906 Dangerous overtaking

620801 1221548 Speed‐related

Drunking driving

586718 1225942 Fatigue or illness

586699 1225969 Speed‐related

587159 1225819 Drunking driving

587125 1225826 Drunking driving

586752 1225956 Other

585035 1226444 Drunking driving

583731 1226827 Drunking driving

584710 1226551 Drunking driving

584710 1226551 Drunking driving

584999 1226454 Speed‐related

624532 1222963 Drunking driving

621564 1222164 Dangerous overtaking

620810 1221550 Speed‐related

624433 1222910 Speed‐related

622183 1222442 Speed‐related

622487 1222346 Dangerous overtaking

622189 1222348 Speed‐related

Other

618486 1221307 Not respect right of way

Speed‐related

620839 1221577 Drunking driving

620711 1221440 Speed‐related

621496 1221281 Drunking driving

2015

Province District Commune Village X Y

Banteay Daek  Kandal Leu Dangerous overtaking

Banteay Daek                Kandal Leu                Not respect right of way

Banteay Daek                Kandal Leu                Speed‐related

Kandal           Not respect right of way

Kandal           Dangerous overtaking

Kandal           Speed‐related

Dangerous overtaking

Drunking driving

Speed‐related

528958 1246571 Change direction without du

529533 1245577 Driving against flow of traffi

529071 1246058 Speed‐related

528551 1243753 Speed‐related

527969 1250091 Speed‐related

523488 1249179 Change lane without due ca

Kampong Trabae Kampong Trabaek         Tuol Roka           Speed‐related

ampong Trabaek Kampong Trabaek             Tuol Roka                 Change direction without du

ampong Trabaek Kampong Trabaek             Tuol Roka                 Speed‐related

Prey Veng        Speed‐related

Prey Veng        Speed‐related

Prey Veng        Speed‐related

Dangerous overtaking

Svay Rieng       Bavet              Bati                        Trapeang Phlong       5

Svay Rieng       Bavet              Bavet                       Ta Pov                              4

Svay Rieng       Bavet              Bavet                       Ta Boeb                             4

Svay Rieng       Svay Rieng         Chek                        Svay                                5

Svay Rieng       Svay Rieng         Prey Chhlak                 Rub Kou                            5

Svay Rieng       Bavet              Chrak Mtes                  Prey Phdau                        4

Svay Rieng       Svay Teab          Kandieng Reay               Prasout Ti Pir                    3

Svay Rieng       Svay Teab          Kandieng Reay               Lieb                                3

Svay Rieng       Svay Rieng         Svay Toea                   Khousang                           6

Svay Rieng       Svay Teab          Kandieng Reay               aeum Pou                         3

I.Accident LocationNo.

II. CoordiantesIII.Cause of crash IV.Number of crashes

Kandal           Kien Svay

3

Kandal           Kien Svay          Samraong Thum Chey Otdam

3

Kandal           Leuk Daek   Kampong Phnum          Ampil Tuek

3

Kandal           Leuk Daek        Kampong Phnum        Kbal Chrouy

Kien Svay Kokir Thum Kokir Thum

3

3

Prey Veng       

3

Kampong Trabae Prasat                  Poan Voat         

3

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Dangerous overtaking

Speed‐related

Svay Rieng       Bavet              Bavet                 Bavet Kandal 628669 1227485 Other

Svay Rieng       Bavet              Bavet            Bavet Kandal              628835 1222007 Not respect right of way

Svay Rieng       Bavet              Bavet                       Bavet Kandal              627885 1229663 Speed‐related 3

Prey Veng        Preah Sdach        Kampong Soeng Prey Khla

3

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Crash Locations on NR1 PK62+00 to PK102+00(2013‐2015)

No.III.Cause of 

Crashes

IV.Number 

of crashes

Province District Commune Village X YSlight 

injury 

Serious 

injury

Fatality Slight 

injury 

Serious 

injury

Fatality Slight 

injury 

Serious 

injury

Fatality

Speed‐related

Speed‐related

504859 1250875 Speed‐related

500498 1244190 Dangerous overta

Change direction

530990 1250798 N/A

Speed‐related

Speed‐related

542714 1230634 Drunking driving

Speed‐related

Speed‐related

Speed‐related

Speed‐related

Speed‐related

536559 1307163 Change lane with

Speed‐related

Not respect right

Drunking driving

Speed‐related

Dangerous overta

535979 1242634 Speed‐related

Speed‐related

Speed‐related

Load falling off

Speed‐related

Speed‐related

Speed‐related

N/A

Speed‐related

Speed‐related

Speed‐related

Drunking driving

Speed‐related

Crash Locations on  NR1 PK102+00 to PK159+00(2013‐2015)

No.III.Cause of 

crashes

IV.Number 

of crashesProvince District Commune Village X Y Slight inj Serious iFatality Slight injurSerious inj Fatality Slight injurSerious inj Fatality

583744 1226839 Not respect right

584169 1226708 Drunking driving

Prey Veng       Peam Ro            Neak Loeang                Stueng Slout                3 0

1 7 12 4 5 11

Prey Veng       Preah Sdach        Krang Svay                  Sangkae Chong           

3 6 0 1 3 0

1 3 4 1 4 2

12

0 0

110331 0 0 0

1 1 3 2 4 1 1 0

2 4 1

10

0

8 9 2 1 2 2 1 0

0 0 4 4 1 0 3

3

5

3

I. Location( PK, Name of village, commune and district) II. CoordiantesVI.Number of  casualties 

2014

VII.Number of  casualties 

2015

V.Number of  casualties 

2013

VI.Number of  casualties 

2014

VII.Number of  casualties 

2015

6 10 7 0 8 8

19 7 5

Prey Veng       Kampong Trabaek    Prasat                      Chrolong 3 2

0

Prey Veng       Preah Sdach        Lvea                        Lvea                 3

3

Prey Veng       Peam Ro            Preaek Khsay Kha       Phum Buon       3

Prey Veng       Preah Sdach        Kampong Soeng          Soeng         6

Prey Veng       Preah Sdach        Kampong Soeng          Prey Khla       

3

Prey Veng       Kampong Trabaek    Kampong Trabaek      Kampong Trabaek 3

Prey Veng       Preah Sdach        Rumchek                     Chongruh             3

Prey Veng       Preah Sdach        Rumchek                     Satthea         

V.Number of  casualties 

2013

I. Location( PK, Name of village, commune and district) II. Coordiantes

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586167 1226117 Using mobile pho

585035 1226444 Drunking driving

583731 1226827 Drunking driving

584710 1226551 Drunking driving

584710 1226551 Drunking driving

584999 1226454 Speed‐related

593789 1223896 Other

593772 1223902 Drunking driving

592338 1224505 Change lane with

592858 1224348 Drunking driving

581129 1227776 Not respect right

586724 1225942 N/A

586718 1225942 Fatigue or illness

586699 1225969 Speed‐related

587159 1225819 Drunking driving

587125 1225826 Drunking driving

586752 1225956 Other

605649 1220503 Speed‐related

603796 1220668 Change lane with

604154 1220149 Change lane with

597874 1221392 Speed‐related

597837 1221404 Speed‐related

599283 1220682 Fatigue or illness

598177 1221304 Dangerous overta

599563 1220524 Not respect traffi

599563 1220524 Speed‐related

600926 1220182 Not respect right

601858 1219964 Speed‐related

602344 1219810 Speed‐related

612613 1220632 Fatigue or illness

626976 1226856 Speed‐related

610272 1220094 Driving against flo

612689 1220297 Speed‐related

619590 1220289 Change lane with

612204 1220248 Drunking driving

615057 1220497 Speed‐related

614422 1220486 Speed‐related

NULL    NULL    Driving against flo

611763 1222452 Speed‐related

617018 1220906 Dangerous overta

620801 1221548 Speed‐related

NULL    NULL    Drunking driving

618486 1221307 Not respect right

NULL    NULL    Speed‐related

620839 1221577 Drunking driving

620711 1221440 Speed‐related

621496 1221281 Drunking driving

Svay Rieng      Bavet              Prey Angkunh              

Svay Rieng      Bavet              Prey Angkunh              Kampout Chruk       3 3 4

Svay Rieng      Bavet              Bati                        Trapeang Phlong         5 0

Svay Rieng      Bavet              Prey Angkunh              Prey Tob               3

6 8 6

2 1 8

Svay Rieng      Bavet              Chrak Mtes                  Prey Phdau                  4 0 0 1 6

Svay Rieng      Svay Teab          Kandieng Reay             Prasout Ti Muoy    3

Chrey Thum                 3

Svay Rieng      Svay Teab          Kandieng Reay             Lieb                               3

Svay Rieng      Svay Teab          Kandieng Reay             Prasout Ti Pir               3

1 0 5

10 8 2 4 8 4

6

8

5 0 1 1

Svay Rieng      Svay Teab          Kandieng Reay            Daeum Pou                  3

Svay Rieng      Svay Rieng         Prey Chhlak                 Rub Kou                        5 0

9 5 103 22 7

8 6 0 73 17 3

0

46 7

6 1 4 1 1

4 4

17 4 2 4 11 2 7 2

3 3

3 4 1

0

Svay Toea                   Khousang                    

Svay Rieng      Svay Rieng         Chek                        Svay                    

Svay Rieng      Svay Rieng        

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619810 1221669 Speed‐related

627514 1223951 Not respect right

627925 1224101 Driving against flo

626450 1220564 Driving against flo

626149 1220346 Driving against flo

626447 1223565 Driving against flo

624532 1222963 Drunking driving

621564 1222164 Dangerous overta

620810 1221550 Speed‐related

624433 1222910 Speed‐related

621784 122222 Not respect right

622764 1222493 Driving against flo

622008 1222285 Change direction

622422 1222403 N/A

622460 1222414 Speed‐related

624528 1222970 Speed‐related

626233 1223448 Drunking driving

625489 1223234 Speed‐related

622757 1222495 Driving against flo

624537 1222974 Dangerous overta

622733 1222487 Not respect right

627542 1227259 Change direction

626936 122341 Drunking driving

627538 1224171 Dangerous overta

627517 1224043 Drunking driving

627542 1224070 Not respect right

627259 1223866 Change direction

NULL    NULL    Drunking driving

627522 1224055 Speed‐related

627885 1229663 Speed‐related

Change lane with

625516 1223236 Drunking driving

627936 1224104 Not respect right

628669 1227485 Other

628835 1222007 Not respect right

622183 1222442 Speed‐related

622487 1222346 Dangerous overta

622189 1222348 Speed‐related

Other

Svay Rieng      Bavet              Bavet                      

Bavet              Bavet                      

Svay Rieng      Bavet              Bavet                      

Bavet Kandal    6

Svay Rieng     

6 18 12 15 22 9 9 18 12

Ta Pov                           4

Bavet Kandal               14

Svay Rieng      Bavet              Bavet                       Ta Boeb           11

Svay Rieng      Bavet              Bavet                       Ta Boeb                        4

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Road Number

NR-1 Location Number

NR-1 Site 1 Svay Rieng

From (km)

123+000 To (km)

123+500

Location (Google Maps) Proposed Road Safety Improvement Measures

Additional advance warning signage [larger plate size]; Enhance lane markings [e.g. centerline, edge lines and roundabout entry/exit]; Introduce pedestrian crossings on main road; Flashing beacon [on island]; Road studs; Consistent use of line marking sizes and colors needed per Cambodia standards]; Introduction of reflectors [road studs]; Commitment of budget for regular maintenance required.

Photo - Plan View (Google Earth 2014) Required Horizontal/Vertical Signage, Other Safety Measures

Rumble Strips

Pedestrian crossings

Mountable Curb

Junction Warning

Sign

Stop / Yield Sign

Centreline Marking

Edge / Lane / Stop

Markings

Street Lights

Road Studs

Flashing Beacons

6 [say,3 locations on E/B & W/B approaches

only]

2 locations - each of

medians on E/B & W/B approaches

1 each on E/B & W/B

approach

2- both minor

approaches

150 m on main, 50 m on minor

roads

Main road 100m, minor

road 30m. Stops on

both minor

Add 2 units

Centreline on main

road

At median

ends

Photos - Street View (Consultant, 2016) Road Condition and Surrounding Environment

Geometry

Horizontal Radius (m) Tangential

Vertical Grade (%) Flat [0-1.5%]

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Environment Semi-Urban [west of Svay Rieng main business centre]

Black Spot (Y/N) 2010-2014 ‘Yes’ but from 2015 ‘No’ (as shown in RCVIS Reports)

Remarks Location listed as ‘blackspot’ in RCVIS Reports up until 2014 BUT

removed from list in 2015 RCVIS Report as a result of 2014-15 remedial work carried out by MPWT;

Previously, incidents believed to have occurred due to driver fatigue, poor lighting, inadequate lane delineation etc.

Local residents report marked improvements due to installation of new island, approach channelization with railings and local street lighting [both solar powered and other];

However, some luminaires reportedly not always functioning. Consultant’s observations:

o Lane markings are indistinct / inconsistent colors used; o Within city so no speed limit signs present; o Warning signs in place but additional/larger warning signage

needed on main approaches to roundabout; o Advertising sign gantries on main approaches should be used for

advance warning of junction/roundabout ahead; o Introduce overhead flashing beacons on islands; o No provision for pedestrian crossings / refuges; o Road surfaces dirty - regular cleaning needed; o Regular upkeep of lighting system needed.

Indicative Cost Estimate for Above Road Safety Measures (USD)

19,000

This photo shows pre-improvement conditions at Site [2014 imagery]

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Road Number

NR-1 Location Number

NR-1 Site 2

Svay Rieng

From (km)

124+900 To (km)

125+100

Location (Google Earth) Proposed Road Safety Improvement Measures

Additional advance warning signage [large plate size]; Enhanced lane markings [e.g. centerline, edge lines and roundabout entry/exit]; Introduce pedestrian crossings on main road; Consistent use of line marking sizes and colors needed per Cambodia standards]; Introduction of reflectors [road studs]; Commitment of budget for regular maintenance required

Photo - Plan View (Google Earth) Required Horizontal/Vertical Signage, Other Safety Measures

Rumble Strips

Pedestrian crossings

Mountable Curb

Junction Warning

Sign

Stop / Yield Sign

Centreline Marking

Edge / Lane / Stop

Markings

Street Lights

Road Studs

Flashing Beacons

6 [say, 3 locations on

main approaches]

2 locations on each

main approach

1 each on

E/B & W/B approach

2 - 1 on each minor approach

120 m on main, 30 m on minor

roads

Main road 90m, minor road 15m.

Stops on both minor roads

Centreline on main

approaches

Photos - Street View (Consultant) Road Condition and Surrounding Environment

Geometry

Horizontal Radius (m) Tangential

Vertical Grade (%) Flat

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Environment Urban [close to business centre]

Black Spot (Y/N) No [not indicated in RCVIS Reports]

Remarks

Local residents report no major incidents on regular basis; Street lighting reportedly functional.

Consultant’s observations:

o Lane markings are indistinct and inconsistent colors used; o Warning signs are in place but additional/larger warning signage

needed on main approaches [3] to roundabout needed; o No provision for pedestrian crossings; o Advertising sign gantries on main approaches should be used for

advance warning of roundabout ahead and better directional signage; o Flashing beacons on island may not be required; o Road surface dirty - regular cleaning needed; o Regular upkeep of lighting system needed.

Indicative Cost Estimate for Above Road Safety Measures (USD)

14,000

Page 58: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Road Number

NR-1 Location Number

NR-1 Site 3

Svay Rieng

From (km)

126+300 To (km) 126+900

Location (Google Earth) Proposed Road Safety Improvement Measures

Additional advance warning signage [larger plate size]; Enhanced lane markings [e.g. centerline, edge lines and stop lines on minor approaches] Introduce pedestrian crossings on main road; Consistent use of line marking sizes and colors needed per Cambodia standards]; Introduction of reflectors [road studs].

Photo - Plan View (Google Earth) Required Horizontal/Vertical Signage, Other Safety Measures

Rumble Strips

Pedestrian crossings

Mountable Curb

Junction Warning

Sign

Stop / Yield Sign

Centreline Marking

Edge / Lane / Stop

Markings

Street Lights

Road Studs

Flashing Beacons

3 location on E/B &

W/B approaches

2 locations on E/B &

W/B approaches

2 x 2 at 20m as central islands

1 on each main

approach. 40 km/h

speed also

1 on each

minor roads

150 m on main roads,

20m on minor roads

2 x 100 m on main roads, 2 x 15 m on minor roads. 2 stop lines

100 m on both main approach

centre lines

Supplementary on median

refuges

Photos - Street View (Consultant) Road Condition and Surrounding Environment

Geometry

Horizontal Radius (m)

Tangential [results in high-speed approaches on NR-1]

Page 59: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Vertical Grade (%) 1 - 2% [Rising from West to East]

Environment Rural

Black Spot (Y/N) No

Remarks

Local residents report some incidents on regular basis; Flashing overhead beacons installed earlier in 2016; Street lighting reportedly functional.

Consultant’s observations:

o Lane markings are indistinct and inconsistent colors used; o Warning signs are in place but additional/larger warning

signage needed on main approaches to junction; o Flat/straight alignment leads to high-speed approaches on

main road; o Street lighting could be added on south side of main road; o Minor roads create low-speed crossing/turning

movements; o No provision for pedestrian crossings / refuges needed

perhaps; o Advertising gantries on main approaches should be used

for advance warning of junction ahead; o Regular cleaning of road surface needed; o Regular upkeep of lighting system needed.

Page 60: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Indicative Cost Estimate for Above Road Safety Measures (USD)

19,000

Page 61: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Road Number

NR-6 Location Number

NR-6 Site No. 1 Puok

From (km)

328+500 To (km)

328+900

Location (Google Earth) Proposed Road Safety Improvement Measures

Additional advance warning signage [larger plate size]; Enhanced lane markings [e.g. centerline, edge lines and stop lines on minor approaches] Consistent use of line marking sizes and colors needed [per Cambodia standards]; Introduce pedestrian crossings with refuges on main road; Introduce additional street lighting luminaries.

Photo - Plan View (Google Earth) Required Horizontal/Vertical Signage, Other Safety Measures

Rumble Strips

Pedestrian crossings

Mountable Curb

Junction Warning

Sign

Stop / Yield Sign

Centreline Marking

Edge / Lane / Stop

Markings

Street Lights

Road Studs

Flashing Beacons

4 required

at main desire lines

At refuges for main

pedestrian crossings

8-10 at minor roads

On all minor roads

Throughout

Full length x 2 edges plus 2 lane lines. Stop lines at 4 minor roads

System required on west side of NR-6

On centre line

Photos - Street View (Consultant) Road Condition and Surrounding Environment

Geometry

Horizontal Radius (m) Tangential

Vertical Grade (%) Flat [0-1.5%]

Page 62: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Environment Urban [Puok]

Black Spot (Y/N) No - but risk of minor incidents appears to be high

Remarks

Local residents report some incidents on regular basis; Street lighting reportedly functional.

Consultant’s observations:

o Lane markings are indistinct/absent; o Urban location so speed limit signs not really required; o One sided street lighting appears to give only limited illumination -

needed on both sides of main road; o Some warning signs are in place but additional/larger warning

signage needed on main approaches to the main junctions; Flat/straight alignment with many entrances to/from the main road; Minor roads create low-speed crossing/turning movements;

o No provision for pedestrians - crossings with refuges needed; o Advertising sign gantries on main approaches could be used for

advance warning of junctions ahead and larger directional signage; o Regular cleaning of road surface needed; o Regular upkeep of lighting system needed.

Indicative Cost Estimate for Above Road Safety Measures (USD)

54,000

Page 63: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Road Number

NR-6 Location Number

NR-6 Site No. 2

‘S’ Bend

From (km)

333+500 To (km)

333+800

Location (Google Earth) Proposed Road Safety Improvement Measures

Additional advance warning signage [larger plate size]; Enhanced lane markings [e.g. centerline, edge lines and yield lines on minor approaches] Consistent use of line marking sizes and colors needed [per Cambodia standards]; Introduce pedestrian crossings with refuges on main road; Introduce additional street lighting luminaries at roundabout.

Photo - Plan View (Google Earth) Required Horizontal/Vertical Signage, Other Safety Measures

Rumble Strips

Pedestrian crossings

Mountable Curb

Junction Warning

Sign

Stop / Yield Sign

Centreline Marking

Edge / Lane / Stop

Markings

Street Lights

Road Studs Flashing Beacons

3 locations on both

approaches

Additional ‘S’ Bend &

advisory speed signs

Throughout Both sides throughout

Full Centre line & part of

both edge lines

Photos - Street View (Consultant) Road Condition and Surrounding Environment

Geometry

Horizontal Radius (m) Reverse Curves - 300 m radii approx.

Vertical Grade (%) Moderate [2-0 - 3.0 climb from south to north]

Page 64: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Environment Rural [‘S’ Bend Location South]

Black Spot (Y/N) No - but risk of incidents appears to be quite high

Remarks

Local residents report some incidents on occasional basis; No street lighting in place.

Consultant’s observations:

o Lane markings are indistinct/absent; o Shoulders used by school children [mostly cyclists] - edge lines

could be raised on rumble strips; o Steel guardrail in place but frequently discontinued due to minor

junctions, property entrances driveways; o Chevron signs in place; o Some ‘no overtaking’ signs in place but centre line is ‘dashed’ - so

in conflict; o Could add flashing beacon on both approaches; o Steel beam guardrails not connected to bridge end unit; o Concrete footways on bridge decks have vertical ends facing

traffic; o Cleaning of road surface needed.

Indicative Cost Estimate for Above Road Safety Measures (USD)

14,000

Page 65: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Road Number

NR-6 Location Number

NR-6 Site No.

3 ‘S’ Bend

From (km)

351+100 To (km)

351+400

Location (Google Earth) Proposed Road Safety Improvement Measures

Additional advance warning signage [larger plate size]; Enhanced lane markings [e.g. centerline, edge lines and yield lines on minor approaches] Consistent use of line marking sizes and colors needed [per Cambodia standards]; Introduce pedestrian crossings with refuges on main road; Introduce additional street lighting luminaries at roundabout.

Photo - Plan View (Google Earth) Required Horizontal/Vertical Signage, Other Safety Measures

Rumble Strips

Pedestrian Crossings

Mountable Curb

Junction Warning

Sign

Stop / Yield Sign

Centreline Marking

Edge / Lane / Stop

Markings

Street Lights

Road Studs Flashing Beacons

3 locations on both

sides

Additional ‘S’ Bend &

advisory speed signs

Throughout Both sides throughout

Full Centre line & part of

both edge lines

2 on approaches

Photos - Street View (Consultant) Road Condition and Surrounding Environment

Geometry

Horizontal Radius (m) Reverse Curves - 375 m radii approx.

Vertical Grade (%) Moderate [3.5 - 4.0 climb from south to north]

Page 66: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Environment Rural [‘S’ Bend Location North}

Black Spot (Y/N) No - but risk of incidents appears to be quite high

Remarks

Local residents report some incidents on occasional basis; No street lighting in place.

Consultant’s observations:

o Lane markings are indistinct/absent; o Shoulders used by school children [mostly cyclists]; o Steel guardrail in place but frequently discontinued due to minor

junctions, property entrances driveways; o Chevron signs in place; o Some ‘no overtaking’ signs in place but centre line is ‘dashed’ - so in

conflict; o Could add flashing beacon on both approach; o Steel beam guardrails not connected to bridge end unit; o Concrete footways on bridge decks have vertical ends facing traffic; o Cleaning of road surface needed.

Indicative Cost Estimate for Above Road Safety Measures (USD)

13,000

Page 67: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Road Number

NR-6 Location Number

NR-6 Site No. 4

Kralanh

From (km)

365+100 To (km)

365+500

Location (Google Earth) Proposed Road Safety Improvement Measures

Additional advance warning signage [larger plate size]; Enhanced lane markings [e.g. centerline, edge lines and yield lines on minor approaches] Consistent use of line marking sizes and colors needed [per Cambodia standards]; Introduce pedestrian crossings with refuges on main road; Introduce additional street lighting luminaries at roundabout.

Photo - Plan View (Google Earth) Required Horizontal/Vertical Signage, Other Safety Measures

Rumble Strips

Pedestrian Crossings

Mountable Curb

Junction Warning

Sign

Stop / Yield Sign

Centreline Marking

Edge / Lane / Stop

Markings

Street Lights

Road Studs

Flashing Beacons

4 required at main desire lines - with

refuges

At pedestrian refuge areas.

To reduce R/T turn area

2 on N/B & S/B

approaches

2 on 2 minor roads

100vm on both main approaches

Both sides of main & minor road. Within R/T

System required on west side of NR-6

On centre line

4 required at main desire lines - with

refuges

Photos - Street View (Consultant) Road Condition and Surrounding Environment

Geometry

Horizontal Radius (m) Tangential

Vertical Grade (%) Flat

Page 68: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Environment Urban [Kralanh]

Black Spot (Y/N) No - but risk of minor incidents appears to be high

Remarks

Local residents report some incidents on regular basis; Street lighting reportedly functional.

Consultant’s observations:

o Lane markings are indistinct/absent; o Turning roadway in roundabout appears excessively wide;

Flat/straight approaches with many entrances to/from the main road;

o Street lighting appears to give only limited illumination - needed supplementary units at/on roundabout;

o Some warning signs are in place but additional/larger warning signage needed on main approaches to the many junctions;

o No provision for pedestrian crossings/refuges needed; o Advertising gantries on main approaches could be used for advance

warning of junctions ahead, better directional signage; o Regular cleaning of road surface needed; o Regular upkeep of lighting system needed.

Indicative Cost Estimate for Above Road Safety Measures (USD)

37,000

Page 69: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

 

 

 

 

 

 

 

 

 

 

 

 

 

Annex D   VISUAL CONDITION SURVEYS  OF ROAD CORRIDORS 

 

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

R/T + 0.2 RT+0.6 RT+0.8 RT+1.2 62.5 64 65 66.3 67 68 69 70 71 72 73 74 75 76 77 78

Urban / Semi / Rural U U U U U U S R R R R U R S S R R S U

R/T [NR-11] Street Street Junc NR-6 Bridge Sreet Recon G G

m 6.0 6.0 6.0 2.0 2.0 2.0 2.0 2.0 2.0 2.5

Good / Fair / Poor F F F G G G F F F F F F F F F F F F F F

Low / Medium/ High M M M L M M M M M M M M G G G G G G G G

AC / ST AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC ST ST ST ST

Good / Fair / Poor F F F F G G F P P P F F F F F G G F F

m driveway driveway driveway driveway driveway 0.5 0.5 0.5 0.5 1.0 1.0 1.0 1.0

m * * * * * * * * * * 1.5 1.5 1.5 1.5 1.5 1.5 1.5

m 5.7 9.2 5.1 5.2 5.3 5.4 7.2 5.3 5.3 5.3 4.0 4.0 4.0 3.7 3.7 3.5 3.5

m 5.7 6.3 5.1 5.2 5.3 5.4 7.2 5.3 5.3 5.3 3.6 3.6 3.6 3.7 3.7 3.5 3.5

m * * * * * * * * * * 1.5 1.5 1.5 1.5 1.5 1.5 1.5

m driveway driveway driveway driveway driveway 0.5 0.5 0.5 0.5 1.0 1.0 1.0 1.0

Completed 2014-2016

Planned for 2017

21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98

Urban / Semi / Rural U R R R R R R R R U S R R R R U U R R R

G Village Village Bridge Street Bridge Bridge Street Street

m 1.0 3.0 3.0 3.0 2.0 2.0 2.0 4.0 2.0

Good / Fair / Poor F F G G G G G G G G G G G G G G G G G G

Low / Medium/ High G M M M M M G G G M G G G G G G G G G P

AC / ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

Good / Fair / Poor F F F P P P F F F F F G G G G G G G G P

m 1.0 0.5 0.5 1.0 1.0 1.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

m 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5

m 3.5 4.1 4.1 3.8 3.8 3.8 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 4.0 4.0 3.8 3.8 3.8 4.2

m 3.5 4.1 4.1 3.8 3.8 3.8 4.0 4.0 4.0 4.0 3.9 3.9 3.9 3.9 4.0 4.0 3.8 3.8 3.8 4.2

m 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5

m 1.0 0.5 0.5 1.0 1.0 1.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

Completed 2014-2016

Planned for 2017

Feature / Location kilometre marker

Notes

Terrain

Embankment Height

Soft Shoulder Width

Paved Shoulder Width

Lane Width

Soft Shoulder Width

Approx. Roughness [IRI]

Rutting

Surface Type

General Surface Condition

Lane Width

Paved Shoulder Width

General Surface Condition

Notes

Good / Fair / Poor

Deflection Readings [FWD

Surveys]mm

Estimated Subgrade CBR [Lab

Tests]%

Feature / Location kilometre marker

Visual Condition Rating

[Left & Right Lanes]

Terrain

Embankment Height

Roughness [IRI]

Rutting

Surface Type

MPWT Maintenance Work

Estimated Subgrade CBR [Lab

Tests]%

Soft Shoulder Width

Paved Shoulder Width

Lane Width

Lane Width

Paved Shoulder Width

Soft Shoulder Width

Visual Condition Rating

[Left & Right Lanes]Good / Fair / Poor

Deflection Readings [FWD

Surveys]mm

MPWT Maintenance Work

161023 Visual Condition Surveys.xlsx

NR-1 Part A 2016 Conditions

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41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60

99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118

Urban / Semi / Rural R R R R U U S R R R R R R R R S U S R R

Bridge Street Street Village Stalls Stalls Stalls Village Town Flood?

m 1.5 1.5 1.5 1.5 1.5 1.5 0.8 1.5 1.5 1.5 1.5 1.5 1.0 1.0 0.0

Good / Fair / Poor G G G G G G G F F G G G G G G G G G G G

Low / Medium/ High H H H H F F F F F G G G G G G G G G G G

AC / ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

Good / Fair / Poor P P P P F F F F F G G G G G G F F F F F

m 0.5 0.5 0.5 0.5 1.0 1.0 1.0 1.0 0.8 0.8 0.8 0.8 0.8 0.8 0.5 0.5 0.5 0.5 0.5

m 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5

m 4.2 4.2 4.2 4.2 3.5 3.5 3.5 3.5 3.5 4.0 4.0 4.0 4.0 4.0 4.0 3.7 3.7 3.7 3.7 3.7

m 4.2 4.2 4.2 4.2 3.5 3.5 3.5 3.5 3.5 4.0 4.0 4.0 4.0 4.0 4.0 3.7 3.7 3.7 3.7 3.7

m 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5

m 0.5 0.5 0.5 0.5 1.0 1.0 1.0 1.0 0.8 0.8 0.8 0.8 0.8 0.8 0.5 0.5 0.5 0.5 0.5

Completed 2014-2016

Planned for 2017

61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80

119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138

Urban / Semi / Rural S S S S U U R S R R R R S R S R S U S S

Flood? Bridge R/T 123.3 Junc 124.6 Deform Bridge Flood? Bridge Flood? Village Town

m 0.0 1.0 1.0 1.0 4.0 4.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0

Good / Fair / Poor G G G G G F P P F F F G F F G F F F F F

Low / Medium/ High G G G G G M H M M M M G M M G M M M M M

AC / ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

Good / Fair / Poor F F F F F F P P F F F G P F F F F F F F

m 0.5 0.5 0.5 0.5 1.0 1.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

m 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5

m 3.7 3.7 3.7 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9

m 3.7 3.7 3.7 3.7 3.7 3.7 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9

m 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5

m 0.5 0.5 0.5 0.5 1.0 1.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

Completed 2014-2016

Planned for 2017

Approx. Roughness [IRI]

Feature / Location kilometre marker

Terrain

Notes

Embankment Height

Deflection Readings [FWD

Surveys]mm

Rutting

Surface Type

General Surface Condition

Soft Shoulder Width

Paved Shoulder Width

Lane Width

Lane Width

Paved Shoulder Width

Soft Shoulder Width

Visual Condition Rating

[Left & Right Lanes]Good / Fair / Poor

MPWT Maintenance Work

Soft Shoulder Width

Estimated Subgrade CBR [Lab

Tests]%

Feature / Location kilometre marker

Terrain

Notes

Embankment Height

Roughness [IRI]

Rutting

Surface Type

General Surface Condition

Paved Shoulder Width

Lane Width

Lane Width

Paved Shoulder Width

Soft Shoulder Width

Good / Fair / Poor

Deflection Readings [FWD

Surveys]mm

Estimated Subgrade CBR [Lab

Tests]%

Visual Condition Rating

[Left & Right Lanes]

MPWT Maintenance Work

161023 Visual Condition Surveys.xlsx

NR-1 Part B 2016 Conditions

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81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100

139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158

Urban / Semi / Rural S S S S S S S S S S U U R R R R R S S S

Bridge Chipu Chipu W/Bridge

m 1.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1.0 0.5

Good / Fair / Poor F F M F F F F F F G G F P P P P F F F F

Low / Medium/ High M M M M M M M M M M M M M H H H M M M M

AC / ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

Good / Fair / Poor F F G G G G G F F F F F P P F P F P P F

m 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1.0 1.0 0.5 1.0 1.0 0.5 0.5 1.0 0.5

m 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5

m 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8

m 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8

m 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5

m 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1.0 1.0 0.5 1.0 1.0 0.5 0.5 1.0 0.5

Completed 2014-2016

Planned for 2017

159 102 103

159 141 142

Urban / Semi / Rural S

Hotel 159.3

m 0.5

Good / Fair / Poor F

Low / Medium/ High M

AC / ST ST

Good / Fair / Poor P

m 0.5

m 1.5

m 3.8

m 3.8

m 1.5

m 0.5

Completed 2014-2016

Planned for 2017

Approx. Roughness [IRI]

Bavet City

Feature / Location kilometre marker

Terrain

Notes

Embankment Height

Deflection Readings [FWD

Surveys]mm

Rutting

Surface Type

General Surface Condition

Soft Shoulder Width

Paved Shoulder Width

Lane Width

Lane Width

Paved Shoulder Width

Soft Shoulder Width

Visual Condition Rating

[Left & Right Lanes]Good / Fair / Poor

Soft Shoulder Width

Estimated Subgrade CBR [Lab

Tests]%

Feature / Location kilometre marker

Terrain

Notes

Embankment Height

Roughness [IRI]

Rutting

Surface Type

General Surface Condition

MPWT Maintenance Work

Good / Fair / Poor

Deflection Readings [FWD

Surveys]mm

Estimated Subgrade CBR [Lab

Tests]%

Visual Condition Rating

[Left & Right Lanes]

MPWT Maintenance Work

Paved Shoulder Width

Lane Width

Lane Width

Paved Shoulder Width

Soft Shoulder Width

161023 Visual Condition Surveys.xlsx

NR-1 Part 2016 Conditions

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0.6 0.1 0 1 2 3 4 5 6 7 8 9 10 11

317 317.5 317.6 319.5 321.4 323.3 325.2 327.1 329 330.9 332.8 334.7 336.6 338.5 339 340 341 342 343 344 345

Urban / Semi / Rural U U U S S S S S U R S R R R S S R S S S R

Frontage

Roads

Start at R/T

Siem ReapBridge 'S' Bend Bridge Puok Bridge Bridge

m 1.0 2.0 1.5 1.5 1.5 1.5 1.5 3.5 3.5 3.0 5.0 3.0 2.5 2.5 3.0 1.5

Good / Fair / Poor G G G G G G G G G G M M M M M G F F F F

Low / Medium/ High L L L L G L L L L L L L L L L M L L L L

3 AC / ST AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC ST ST ST ST

Good / Fair / Poor G G G G G G G G G G F P G G G G F F F F

m 1.0 1.5 1.0 0.5 0.5 0.9 0.5 1.0 0.5 0.5 0.2 0.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0

m 2.0 2.0 2.0 2.0 2.2 2.2 3.0 2.0 1.8 1.6 1.5 1.8 1.6 1.5 1.5 1.5 1.0 1.0 1.0 1.0

m 3.5 3.6 3.7 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 3.0

m 3.5 3.6 3.7 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 3.0

m 2.0 2.0 2.0 2.0 2.2 2.2 3.0 2.0 1.6 1.5 1.8 1.8 1.6 1.5 1.5 1.5 1.0 1.0 1.0 1.0

m 1.0 1.5 1.0 0.5 0.5 0.9 0.5 1.0 0.5 1.0 0.2 0.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0

Completed 2014-2016 X X X X X X X

Planned for 2017 X X X

346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367

Urban / Semi / Rural R R R U U U S R R R R R R R R R R R R S U U

Bridge Bridge BridgeBridge

on 'S'Bleeding Bleeding Bridge Bridge 2xBridge Bridge Bridge Bridge Bridge Bridge Bleeding

R/T

366+250

End at

367.55

m 2.5 2.5 2.5 2.0 2.0 0.0 2.0 2.0 2.0 2.5 1.0 3.0 3.0 3.0 4.0 2.5 3.0 0.0

Good / Fair / Poor F F F F F G G G G G G G F F F F F F G F G G

Low / Medium/ High L L L M M L M L L M M L L L L M M H L L L L

AC / ST ST ST ST AC AC AC AC ST ST ST AC ST ST ST ST ST ST AC AC AC AC AC

Good / Fair / Poor F F F F F G F F G G G G G G G F F P F G G G

m 1.0 1.0 1.0 0.5 0.5 1.0 1.0 1.0 0.5 0.7 0.7 0.7 1.0 1.0 0.3 0.5 1.0

m 1.0 1.0 1.0 3.0 3.0 1.7 1.5 1.5 1.6 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.7 1.5 2.5 3.0 1.7

m 3.0 3.0 3.0 2 x 3.5 2 x 3.5 3.5 3.5 3.7 3.6 3.5 3.5 3.5 3.7 3.7 3.7 3.7 3.7 3.5 3.5 3.5 2 x 3.5 3.5

m 3.0 3.0 3.0 2 x 3.5 2 x 3.5 3.5 3.5 3.7 3.6 3.5 3.5 3.5 3.5 3.5 3.5 3.8 3.7 3.5 3.5 3.4 2 x 3.5 3.5

m 1.0 1.0 1.0 3.0 3.0 1.7 1.5 1.5 1.6 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.7 2.0 2.4 3.0 1.7

m 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.7 1.0 1.0 0.3 0.0 1.0

Completed 2014-2016 X X X X X X X X X X X X X X

Planned for 2017 X X X X X X X X X X X X X

Good / Fair / Poor

MPWT Maintenance Work

Embankment Height

Roughness [IRI]

Rutting

Surface Type

General Surface Condition

Soft Shoulder Width

Estimated Subgrade CBR

[2016 Lab Tests]%

Feature / Location kilometre marker

Terrain

km

Marker

Soft Shoulder Width

Visual Condition Rating

[Left & Right Lanes]

Deflection Readings

[2016 FWD Surveys]

Estimated Subgrade CBR

[2016 Lab Tests]%

Paved Shoulder Width

Lane Width

Lane Width

Paved Shoulder Width

Soft Shoulder Width

Visual Condition Rating

[Left & Right Lanes]

Feature / LocationOedometer in miles

[approx. km]

Terrain

Notes

Embankment Height

mm

Deflection Readings

[2016 FWD Surveys]mm

NONE

Approx. Roughness [IRI]

Good / Fair / Poor

MPWT Maintenance Work

Rutting

Surface Type

General Surface Condition

Soft Shoulder Width

Paved Shoulder Width

Lane Width

Notes

Lane Width

Paved Shoulder Width

161023 Visual Condition Surveys.xlsx

NR-6 2016 Conditions

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Annex E   FWD REPORT 

 

Page 75: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

1. Falling Weight Deflectometer Survey and Structural Condition Rating

The Falling Weight Deflectometer (FWD) is an effective and widely accepted non-

destructive pavement testing device, used in the structural analysis of road pavements. FWD’s

simulate the deflection of a pavement surface caused by a moving wheel load. This is done

by generating a load pulse by dropping a weight and transmitting the load pulse to the

pavement through a 300 mm diameter circular load plate. The generated load pulse deforms

the pavement momentarily into a dish or bowl shape, forming a deflection basin/bowl. By

analysing the shape of the deflection basin and the imparted force causing it, the stiffness of

the pavement layers can be computed, provided the thickness of the individual layers are

also known.

The FWD primarily measures the force imparted to the pavement along with the

deflection caused by it. The imparted force is measured through a load cell located directly

above the load plate while deflection measurements are carried out using deflection sensors

(geophones) places at standardised offsets from the centre of the load plate. A typical

arrangement of the FWD measurement setup with spacing of geophones and deflection bowl

zones are given in Figure 1 (reproduced from E. Horak et al, 2015).

Apart from these primary measurement devices, most FWD’s are equipped with additional

devices for the measurement of distance and temperature. Distance measurement is effected

by a distance measurement instrument (DMI) which measures the distance travelled by the

FWD along the road. Temperature measurements are carried out by typically two temperature

sensors; one for measuring the air temperature and an infrared temperature sensor which

measures the surface temperature of the pavement.

The FWD surveys for the project roads, NR-1 (63.400 to 159.000) and NR-6 (317.800 to 367.500)

were carried out during the month of September, 2016, by availing the services of the MPWT

Fig. 1: Typical Shape of Deflection Bowl Generated by FWD

Loading

Page 76: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

FWD Survey Team. The following are the salient features of the FWD device used by the MPWT

team for the deflection survey;

FWD Make – KUAB FWD

Target Load – 50 KN

Diameter of Load Plate – 300 mm

No. of deflection sensors – 7

Spacing of deflection sensors – 0 mm (D0), 200 mm (D1), 300 mm (D2), 450 mm (D3),

600 mm (D4), 900 mm (D5), 1200 mm (D6).

2. Reference Standards/Specifications/Research Publications

The following standards/specifications/research publications were referred to in the

analysis of FWD data and in pavement rehabilitation assessment and design.

i. Road Design Standard published by the Cambodian Ministry of Public Works and

Transport (MPWT), 2003.

ii. Pavement Rehabilitation – A Guide to the Design of Rehabilitation Treatments for Road

Pavements, AustRoads publication, 2004.

iii. Pavement Design – A Guide to Structural Design of Road Pavements, Standards

Australia and AustRoads publication, 2004.

iv. Pavement Design – A Guide to Structural Design of Road Pavements, Standards

Australia and AustRoads publication, 1997.

v. ASTM D 5358-96(2008) – Standard Guide for Calculating In Situ Equivalent Moduli of

Pavement Materials Using Layered Elastic Theory.

vi. ASTM D 4695-03(Reapproved 2008) – Standard Guide For General Pavement

Deflection Measurements.

vii. ASTM D 4694-09 – Standard Test Method for Deflections with a Falling Weight Type

Impulse Load Device.

viii. ‘Benchmarking the structural condition of flexible pavements with deflection bowl

parameters’, E. Horak, Journal of South African Institution of Civil Engineering, 2008.

ix. ‘Review of Falling Weight Deflectometer Deflection Benchmark Analysis on Roads and

Airfields’, E Horak et al, CAPSA, 2015.

x. Draft Technical Recommendations for Highways (TRH 12), CSRA, South Africa, 1997.

xi. Overseas Road Note 31 – A guide to the structural design of bitumen-surfaced roads

in tropical and sub-tropical countries, TRL publication, 1993.

3. Structural Condition Rating based on FWD Data

Bench marking methodologies based on deflection bowl parameters derived from

FWD data are widely used to evaluate the structural integrity of the pavements and to identify

areas of potential structural defects. The deflection bowl parameters such as the maximum

Page 77: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

deflection (D0), Base Layer Index (BLI), Middle Layer Index (MLI) and Lower Layer Index (LLI)

etc. which are derived from the FWD data are widely used for condition rating of pavement

structural layers. Formula for calculating the deflection bowl parameters and their respective

structural indicators based on the measured deflection data are given in Table 1.

The derived deflection bowl parameters are used in a three tiered structural condition rating

system to categorise the pavement layers into SOUND, WARNING and SEVERE categories

based on a structural condition rating criteria for 700 kPa contact stress (50 kN) on a granular

base pavement as detailed in Table 2 (E. Horak et al, 2015).

Table 1: Deflection Bowl Parameters#

Parameter Formula Zone Correlated in

Fig. 2.4.1

Structural Condition

Indicator

Maximum Deflection D0, measured at the

centre of load plate Zone I, II and III

Indicates the condition of all

layers with about 70%

contribution from subgrade

Base Layer Index (BLI) BLI = D0 - D300 Zone I Indicates the condition of

base layers

Middle Layer Index

(MLI) MLI = D300 - D600 Zone II

Indicates the condition of

middle and sub base layers

Lower Layer Index

(LLI) LLI = D600 - D900 Zone III

Indicates the condition of

selected subgrade and

subgrade layers. D300, D600, D900= Deflection measured at 300 mm/600 mm/900 mm offset, in µm.

# Adapted from E. Horak et al, 2015.

Table 2: Structural Condition Rating based on Deflection Bowl Parameters for 700 KPa

contact stress (50 KN) on Granular Base Pavements # Structural Condition

Rating D0, µm BLI, µm MLI, µm LLI, µm

Sound Less than 625 Less than 250 Less than 115 Less than 65

Warning Between 625

and 925

Between 250

and 475

Between 115

and 225

Between 65 and

120

Severe More than 925 More than 475 More than 225 More than 120

# Adapted from E. Horak et al, 2015.

4. FWD Data Analysis

The FWD survey for the project roads, NR-1 (63.400 to 159.000) and NR-6 (317.800 to

367.500) was carried out during the month of September 2016 - the rainy season. As the

deflections were measured during the wet season where the pavement is presumably in the

weakest condition, adjustments to deflection values were not made for seasonal moisture

variations. Temperature adjustment to FWD deflection values are required if the temperature

during testing is different from the Weighted Mean Annual Pavement Temperature (WMAPT).

However no temperature adjustment is required if the bituminous surfacing is less than 25 mm

thickness (AustRoads and Cambodian Standards).

Page 78: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

The existing pavement structure ascertained by trial pit observations, revealed that, the

surface course for the road stretch under present study comprises of 20 mm (on an average)

DBST for NR-1 and for some portion of NR-6 (after rehabilitation by MPWT).

As there have been intermittent maintenance interventions by MPWT using applications of

DBST along NR-6, and also by considering the fact that, the average measurement

temperature was more or less similar or slightly higher than the WMAPT for NR-1 and NR-6,

temperature corrections were not applied (to be on the conservative side). The full FWD

deflection data obtained for NR-1 and NR-6 are enclosed as Annexes A and B to this report.

The structural capacity of a pavement typically varies both longitudinally and

transversely over the road alignment under study. To economise on the prospective overlay

requirements, it is a standard practice to divide the project stretch into sub sections

(homogenous sections) that have relatively uniform strengths, indicated by the deflection

values.

Apart from analysing the general pavement and subgrade characteristics such as

subgrade type and variability, drainage, topography, construction and maintenance history,

pavement composition etc. a Cumulative Sum Analysis (CUSUM) was done on FWD50KN data

to identify the homogenous sections. Detailed table on CUSUM Analysis done for NR-1 and NR-

6 are given as Annexes C and D to this report, respectively.

The homogenous sections identified based on the CUSUM analysis are given in Table 3

while Figures 2 and 3 below contain the results of CUSUM analysis done on FWD50KN data for

NR-1 and NR-6.

Table 3: Homogenous Sections identified for the project

stretches on NR-1 and NR-6

Road Section Chainage

NR 1

I Ch. 63.400 to Ch. 99.000

II Ch. 99.000 to Ch. 151.000

III Ch. 151.000 to Ch. 159.000

NR 6

I Ch. 317.800 to Ch. 326.800

II Ch. 326.800 to Ch. 338.000

III Ch. 338.000 to Ch. 349.000

IV Ch. 349.000 to Ch. 357.200

V Ch. 357.200 to Ch. 362.400

VI Ch. 362.400 to Ch. 367.500

Page 79: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

The following photographs show the MPTW crew and equipment in action on the

Project roads [NR-1 and NR-6] respectively.

The deflection bowl parameters calculated and the structural condition rating for the subject

stretches of NR-1 and NR-6 are depicted in Figures 4 to 7 below - are included in Tables 4 and

5 following.

Page 80: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Fig. 4: CUSUM Chart for NR-1

Fig. 5: CUSUM Chart for NR-6

Page 81: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Fig. 6: SCR Chart for NR-1

Fig. 7: SCR Chart for NR-6

Page 82: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Table 4: Structural Condition Rating based on FWD50KN Deflection Data for NR-1[km 63.400 to km 159.000]

Chainage, km

D0, µm

D0 Rating BLI BLI

Rating MLI MLI Rating LLI LLI

Rating Section

159.00 270 Sound 127 Sound 63 Sound 24 Sound III

158.80 602 Sound 332 Warning 158 Warning 42 Sound III

158.60 518 Sound 290 Warning 138 Warning 33 Sound III

158.40 387 Sound 221 Sound 74 Sound 36 Sound III

158.00 412 Sound 238 Sound 93 Sound 26 Sound III

157.80 442 Sound 277 Warning 108 Sound 26 Sound III

157.60 502 Sound 278 Warning 116 Warning 41 Sound III

157.40 698 Warning 341 Warning 188 Warning 71 Warning III

157.20 765 Warning 370 Warning 231 Severe 86 Warning III

157.00 964 Severe 539 Severe 285 Severe 78 Warning III

156.80 655 Warning 399 Warning 167 Warning 32 Sound III

156.60 463 Sound 237 Sound 109 Sound 47 Sound III

156.40 551 Sound 243 Sound 155 Warning 68 Warning III

156.20 426 Sound 214 Sound 122 Warning 38 Sound III

156.00 504 Sound 196 Sound 167 Warning 78 Warning III

155.80 403 Sound 182 Sound 132 Warning 41 Sound III

155.60 461 Sound 202 Sound 158 Warning 52 Sound III

155.40 546 Sound 281 Warning 182 Warning 47 Sound III

155.20 432 Sound 192 Sound 147 Warning 51 Sound III

155.00 410 Sound 177 Sound 146 Warning 47 Sound III

154.80 415 Sound 180 Sound 142 Warning 54 Sound III

154.60 382 Sound 150 Sound 119 Warning 56 Sound III

154.40 376 Sound 132 Sound 127 Warning 61 Sound III

154.20 389 Sound 153 Sound 136 Warning 50 Sound III

154.00 549 Sound 265 Warning 142 Warning 60 Sound III

153.80 428 Sound 186 Sound 122 Warning 50 Sound III

153.60 395 Sound 205 Sound 117 Warning 35 Sound III

153.40 491 Sound 277 Warning 132 Warning 35 Sound III

153.20 380 Sound 184 Sound 111 Sound 32 Sound III

153.00 417 Sound 185 Sound 137 Warning 51 Sound III

152.80 436 Sound 148 Sound 134 Warning 70 Warning III

152.60 391 Sound 145 Sound 131 Warning 58 Sound III

152.40 398 Sound 130 Sound 113 Sound 69 Warning III

152.20 215 Sound 50 Sound 48 Sound 33 Sound III

152.00 297 Sound 92 Sound 104 Sound 52 Sound III

151.80 380 Sound 179 Sound 121 Warning 41 Sound III

151.60 315 Sound 100 Sound 91 Sound 52 Sound III

151.40 358 Sound 120 Sound 117 Warning 58 Sound III

151.20 527 Sound 156 Sound 189 Warning 90 Warning III

151.00 526 Sound 291 Warning 137 Warning 39 Sound III

150.80 698 Warning 364 Warning 192 Warning 60 Sound II

150.60 831 Warning 499 Severe 193 Warning 55 Sound II

150.40 986 Severe 578 Severe 251 Severe 74 Warning II

150.20 707 Warning 377 Warning 203 Warning 56 Sound II

150.00 869 Warning 446 Warning 231 Severe 63 Sound II

149.80 727 Warning 386 Warning 194 Warning 62 Sound II

149.60 570 Sound 266 Warning 163 Warning 57 Sound II

149.40 600 Sound 315 Warning 169 Warning 46 Sound II

149.20 708 Warning 406 Warning 201 Warning 46 Sound II

149.00 963 Severe 463 Warning 274 Severe 102 Warning II

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148.80 601 Sound 316 Warning 153 Warning 45 Sound II

148.60 697 Warning 363 Warning 203 Warning 55 Sound II

148.40 737 Warning 421 Warning 196 Warning 45 Sound II

148.20 770 Warning 509 Severe 171 Warning 24 Sound II

148.00 444 Sound 305 Warning 66 Sound 19 Sound II

147.80 902 Warning 582 Severe 179 Warning 49 Sound II

147.60 806 Warning 555 Severe 170 Warning 19 Sound II

147.40 1052 Severe 710 Severe 238 Severe 32 Sound II

147.20 583 Sound 312 Warning 139 Warning 45 Sound II

147.00 507 Sound 286 Warning 120 Warning 37 Sound II

146.80 813 Warning 460 Warning 205 Warning 53 Sound II

146.60 880 Warning 533 Severe 233 Severe 47 Sound II

146.40 1013 Severe 578 Severe 268 Severe 81 Warning II

146.20 1120 Severe 725 Severe 305 Severe 42 Sound II

146.00 1072 Severe 609 Severe 272 Severe 90 Warning II

145.80 731 Warning 341 Warning 222 Warning 75 Warning II

145.60 804 Warning 422 Warning 222 Warning 73 Warning II

145.40 351 Sound 181 Sound 90 Sound 26 Sound II

145.20 1315 Severe 673 Severe 391 Severe 137 Severe II

145.00 1654 Severe 810 Severe 515 Severe 183 Severe II

144.80 1254 Severe 605 Severe 381 Severe 147 Severe II

144.60 773 Warning 435 Warning 219 Warning 49 Sound II

144.40 964 Severe 521 Severe 277 Severe 82 Warning II

144.20 450 Sound 178 Sound 128 Warning 60 Sound II

144.00 1113 Severe 525 Severe 337 Severe 107 Warning II

143.80 930 Severe 529 Severe 238 Severe 70 Warning II

143.60 1025 Severe 615 Severe 262 Severe 70 Warning II

143.40 860 Warning 516 Severe 225 Warning 60 Sound II

143.20 996 Severe 539 Severe 274 Severe 89 Warning II

143.00 487 Sound 253 Warning 102 Sound 43 Sound II

142.80 1037 Severe 492 Severe 306 Severe 110 Warning II

142.60 1130 Severe 567 Severe 324 Severe 114 Warning II

142.40 826 Warning 391 Warning 231 Severe 88 Warning II

142.20 688 Warning 328 Warning 188 Warning 65 Warning II

142.00 778 Warning 411 Warning 188 Warning 56 Sound II

141.80 800 Warning 391 Warning 182 Warning 67 Warning II

141.60 705 Warning 424 Warning 156 Warning 36 Sound II

141.40 655 Warning 360 Warning 151 Warning 35 Sound II

141.20 795 Warning 447 Warning 188 Warning 50 Sound II

141.00 896 Warning 448 Warning 198 Warning 64 Sound II

140.80 662 Warning 346 Warning 143 Warning 47 Sound II

140.60 861 Warning 372 Warning 248 Severe 105 Warning II

140.40 1073 Severe 507 Severe 309 Severe 114 Warning II

140.20 1211 Severe 647 Severe 347 Severe 95 Warning II

140.00 643 Warning 400 Warning 141 Warning 39 Sound II

139.80 672 Warning 417 Warning 170 Warning 41 Sound II

139.60 660 Warning 363 Warning 166 Warning 41 Sound II

139.40 655 Warning 438 Warning 142 Warning 30 Sound II

139.20 710 Warning 469 Warning 142 Warning 34 Sound II

139.00 687 Warning 449 Warning 153 Warning 33 Sound II

138.80 549 Sound 320 Warning 130 Warning 38 Sound II

138.60 599 Sound 344 Warning 141 Warning 46 Sound II

138.40 173 Sound 103 Sound 47 Sound 4 Sound II

138.20 554 Sound 307 Warning 145 Warning 45 Sound II

138.00 626 Warning 324 Warning 165 Warning 59 Sound II

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138.00 783 Warning 380 Warning 230 Severe 70 Warning II

137.80 618 Sound 314 Warning 168 Warning 58 Sound II

137.60 902 Warning 502 Severe 226 Severe 70 Warning II

137.40 560 Sound 242 Sound 131 Warning 51 Sound II

137.20 918 Warning 471 Warning 250 Severe 85 Warning II

137.00 874 Warning 512 Severe 200 Warning 54 Sound II

136.80 1043 Severe 518 Severe 325 Severe 106 Warning II

136.60 706 Warning 417 Warning 189 Warning 45 Sound II

136.40 689 Warning 399 Warning 188 Warning 44 Sound II

136.20 517 Sound 279 Warning 133 Warning 39 Sound II

136.00 284 Sound 149 Sound 72 Sound 22 Sound II

135.70 672 Warning 370 Warning 203 Warning 46 Sound II

135.59 359 Sound 177 Sound 91 Sound 33 Sound II

135.40 385 Sound 189 Sound 106 Sound 35 Sound II

135.20 684 Warning 387 Warning 173 Warning 49 Sound II

135.00 1022 Severe 569 Severe 280 Severe 82 Warning II

134.80 1007 Severe 532 Severe 280 Severe 88 Warning II

134.60 994 Severe 538 Severe 247 Severe 81 Warning II

134.40 760 Warning 401 Warning 188 Warning 68 Warning II

134.20 502 Sound 289 Warning 122 Warning 38 Sound II

134.00 812 Warning 449 Warning 201 Warning 61 Sound II

133.80 346 Sound 193 Sound 71 Sound 24 Sound II

133.60 281 Sound 145 Sound 61 Sound 28 Sound II

133.40 621 Sound 354 Warning 144 Warning 41 Sound II

133.20 504 Sound 256 Warning 120 Warning 48 Sound II

133.00 424 Sound 213 Sound 102 Sound 34 Sound II

132.80 513 Sound 292 Warning 112 Sound 47 Sound II

132.60 619 Sound 317 Warning 135 Warning 61 Sound II

132.40 753 Warning 387 Warning 192 Warning 73 Warning II

132.20 843 Warning 524 Severe 171 Warning 64 Sound II

132.00 713 Warning 383 Warning 196 Warning 59 Sound II

131.80 683 Warning 332 Warning 196 Warning 89 Warning II

131.60 777 Warning 391 Warning 205 Warning 83 Warning II

131.40 726 Warning 396 Warning 182 Warning 67 Warning II

131.20 680 Warning 308 Warning 190 Warning 87 Warning II

131.00 509 Sound 274 Warning 122 Warning 40 Sound II

130.80 579 Sound 316 Warning 142 Warning 51 Sound II

130.60 719 Warning 327 Warning 216 Warning 77 Warning II

130.40 368 Sound 171 Sound 92 Sound 39 Sound II

130.20 721 Warning 354 Warning 223 Warning 70 Warning II

130.00 503 Sound 242 Sound 149 Warning 48 Sound II

129.80 561 Sound 277 Warning 166 Warning 49 Sound II

129.60 846 Warning 431 Warning 229 Severe 86 Warning II

129.40 756 Warning 396 Warning 225 Warning 74 Warning II

129.20 418 Sound 183 Sound 108 Sound 43 Sound II

129.00 642 Warning 279 Warning 158 Warning 84 Warning II

128.80 330 Sound 171 Sound 66 Sound 28 Sound II

128.60 488 Sound 276 Warning 102 Sound 37 Sound II

128.40 443 Sound 217 Sound 100 Sound 41 Sound II

128.20 400 Sound 218 Sound 78 Sound 30 Sound II

128.00 539 Sound 313 Warning 116 Warning 38 Sound II

127.80 436 Sound 164 Sound 127 Warning 59 Sound II

127.60 570 Sound 259 Warning 137 Warning 59 Sound II

127.40 686 Warning 312 Warning 170 Warning 77 Warning II

127.20 616 Sound 268 Warning 153 Warning 72 Warning II

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127.00 660 Warning 297 Warning 184 Warning 83 Warning II

126.80 561 Sound 324 Warning 132 Warning 35 Sound II

126.60 498 Sound 231 Sound 129 Warning 53 Sound II

126.40 928 Severe 352 Warning 256 Severe 135 Severe II

126.20 769 Warning 392 Warning 200 Warning 74 Warning II

126.00 903 Warning 509 Severe 221 Warning 78 Warning II

125.80 677 Warning 365 Warning 180 Warning 57 Sound II

125.60 320 Sound 128 Sound 66 Sound 35 Sound II

125.40 1019 Severe 560 Severe 287 Severe 75 Warning II

125.20 629 Warning 228 Sound 168 Warning 90 Warning II

125.00 549 Sound 279 Warning 147 Warning 44 Sound II

124.80 720 Warning 281 Warning 205 Warning 97 Warning II

124.60 1000 Severe 391 Warning 290 Severe 152 Severe II

124.40 843 Warning 337 Warning 247 Severe 119 Warning II

124.20 814 Warning 285 Warning 225 Warning 118 Warning II

124.00 675 Warning 255 Warning 214 Warning 102 Warning II

123.80 772 Warning 337 Warning 216 Warning 101 Warning II

123.60 659 Warning 270 Warning 203 Warning 97 Warning II

123.40 703 Warning 326 Warning 221 Warning 89 Warning II

123.20 675 Warning 270 Warning 188 Warning 86 Warning II

123.00 621 Sound 265 Warning 181 Warning 78 Warning II

122.80 697 Warning 282 Warning 223 Warning 92 Warning II

122.60 590 Sound 240 Sound 178 Warning 82 Warning II

122.40 685 Warning 267 Warning 216 Warning 110 Warning II

122.20 727 Warning 350 Warning 224 Warning 81 Warning II

122.00 685 Warning 328 Warning 220 Warning 79 Warning II

121.80 799 Warning 377 Warning 264 Severe 104 Warning II

121.60 594 Sound 288 Warning 175 Warning 63 Sound II

121.40 689 Warning 352 Warning 216 Warning 61 Sound II

121.20 629 Warning 284 Warning 193 Warning 73 Warning II

121.00 816 Warning 335 Warning 238 Severe 115 Warning II

120.80 687 Warning 285 Warning 197 Warning 88 Warning II

120.60 547 Sound 244 Sound 162 Warning 60 Sound II

120.40 702 Warning 299 Warning 211 Warning 91 Warning II

120.20 627 Warning 290 Warning 180 Warning 69 Warning II

120.00 503 Sound 244 Sound 138 Warning 47 Sound II

119.80 530 Sound 226 Sound 154 Warning 60 Sound II

119.60 500 Sound 225 Sound 129 Warning 53 Sound II

119.40 603 Sound 269 Warning 178 Warning 69 Warning II

119.20 780 Warning 353 Warning 226 Severe 105 Warning II

119.00 606 Sound 288 Warning 180 Warning 63 Sound II

118.80 670 Warning 306 Warning 193 Warning 76 Warning II

118.60 832 Warning 393 Warning 250 Severe 88 Warning II

118.40 954 Severe 496 Severe 283 Severe 90 Warning II

118.20 661 Warning 315 Warning 190 Warning 65 Warning II

118.00 390 Sound 233 Sound 87 Sound 19 Sound II

117.80 671 Warning 332 Warning 190 Warning 65 Warning II

117.60 620 Sound 312 Warning 180 Warning 63 Sound II

117.40 582 Sound 301 Warning 167 Warning 55 Sound II

117.20 486 Sound 265 Warning 132 Warning 35 Sound II

117.00 520 Sound 267 Warning 130 Warning 51 Sound II

116.80 648 Warning 266 Warning 175 Warning 72 Warning II

116.60 505 Sound 236 Sound 131 Warning 45 Sound II

116.40 568 Sound 251 Warning 150 Warning 63 Sound II

116.20 426 Sound 188 Sound 104 Sound 44 Sound II

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116.00 663 Warning 297 Warning 200 Warning 78 Warning II

115.80 617 Sound 300 Warning 170 Warning 55 Sound II

115.60 648 Warning 312 Warning 186 Warning 67 Warning II

115.40 599 Sound 246 Sound 171 Warning 79 Warning II

115.20 698 Warning 304 Warning 193 Warning 83 Warning II

115.00 766 Warning 350 Warning 220 Warning 92 Warning II

114.80 632 Warning 284 Warning 187 Warning 77 Warning II

114.60 688 Warning 335 Warning 199 Warning 68 Warning II

114.40 563 Sound 227 Sound 162 Warning 76 Warning II

114.20 676 Warning 294 Warning 210 Warning 88 Warning II

114.00 714 Warning 290 Warning 224 Warning 93 Warning II

113.80 659 Warning 300 Warning 195 Warning 75 Warning II

113.60 742 Warning 341 Warning 220 Warning 81 Warning II

113.40 704 Warning 301 Warning 213 Warning 87 Warning II

113.20 926 Severe 405 Warning 282 Severe 117 Warning II

113.00 926 Severe 410 Warning 306 Severe 121 Severe II

112.80 517 Sound 235 Sound 144 Warning 51 Sound II

112.60 904 Warning 422 Warning 265 Severe 100 Warning II

112.40 947 Severe 443 Warning 297 Severe 105 Warning II

112.20 652 Warning 305 Warning 190 Warning 70 Warning II

112.00 751 Warning 361 Warning 235 Severe 79 Warning II

111.80 742 Warning 336 Warning 223 Warning 86 Warning II

111.60 898 Warning 394 Warning 270 Severe 111 Warning II

111.40 760 Warning 345 Warning 221 Warning 86 Warning II

111.20 706 Warning 347 Warning 170 Warning 77 Warning II

111.00 750 Warning 319 Warning 213 Warning 95 Warning II

110.80 687 Warning 315 Warning 195 Warning 79 Warning II

110.60 540 Sound 297 Warning 128 Warning 40 Sound II

110.40 934 Severe 406 Warning 278 Severe 117 Warning II

110.20 693 Warning 356 Warning 195 Warning 66 Warning II

110.00 787 Warning 345 Warning 218 Warning 92 Warning II

109.80 537 Sound 233 Sound 151 Warning 59 Sound II

109.60 900 Warning 415 Warning 254 Severe 104 Warning II

109.40 673 Warning 306 Warning 187 Warning 76 Warning II

109.20 647 Warning 313 Warning 171 Warning 69 Warning II

109.00 698 Warning 353 Warning 189 Warning 58 Sound II

108.80 740 Warning 354 Warning 216 Warning 73 Warning II

108.60 705 Warning 394 Warning 197 Warning 46 Sound II

108.40 681 Warning 322 Warning 186 Warning 67 Warning II

108.20 747 Warning 418 Warning 191 Warning 54 Sound II

108.00 656 Warning 318 Warning 180 Warning 64 Sound II

107.80 536 Sound 258 Warning 142 Warning 53 Sound II

107.60 576 Sound 263 Warning 150 Warning 63 Sound II

107.40 547 Sound 294 Warning 132 Warning 40 Sound II

107.20 510 Sound 302 Warning 122 Warning 31 Sound II

107.00 610 Sound 315 Warning 168 Warning 54 Sound II

106.80 507 Sound 277 Warning 133 Warning 36 Sound II

106.60 538 Sound 284 Warning 137 Warning 45 Sound II

106.40 504 Sound 243 Sound 131 Warning 49 Sound II

106.20 398 Sound 216 Sound 83 Sound 32 Sound II

106.00 474 Sound 270 Warning 102 Sound 35 Sound II

105.80 703 Warning 346 Warning 188 Warning 67 Warning II

105.60 586 Sound 320 Warning 145 Warning 47 Sound II

105.40 735 Warning 340 Warning 220 Warning 75 Warning II

105.20 867 Warning 388 Warning 264 Severe 103 Warning II

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105.00 550 Sound 283 Warning 140 Warning 47 Sound II

104.80 854 Warning 414 Warning 258 Severe 93 Warning II

104.60 772 Warning 372 Warning 207 Warning 87 Warning II

104.40 981 Severe 475 Warning 279 Severe 90 Warning II

104.20 719 Warning 285 Warning 205 Warning 85 Warning II

104.00 920 Warning 368 Warning 274 Severe 126 Severe II

103.80 868 Warning 342 Warning 256 Severe 125 Severe II

103.60 926 Severe 419 Warning 324 Severe 107 Warning II

103.40 698 Warning 284 Warning 198 Warning 88 Warning II

103.20 908 Warning 395 Warning 275 Severe 102 Warning II

103.00 1455 Severe 677 Severe 448 Severe 174 Severe II

102.80 403 Sound 167 Sound 101 Sound 46 Sound II

102.60 558 Sound 250 Warning 141 Warning 56 Sound II

102.40 610 Sound 260 Warning 166 Warning 75 Warning II

102.20 525 Sound 193 Sound 129 Warning 68 Warning II

102.00 498 Sound 231 Sound 121 Warning 53 Sound II

101.80 868 Warning 374 Warning 276 Severe 98 Warning II

101.60 341 Sound 158 Sound 88 Sound 30 Sound II

101.40 264 Sound 140 Sound 66 Sound 21 Sound II

101.20 702 Warning 319 Warning 226 Severe 88 Warning II

101.00 802 Warning 325 Warning 228 Severe 105 Warning II

100.80 739 Warning 288 Warning 199 Warning 93 Warning II

100.60 874 Warning 333 Warning 246 Severe 131 Severe II

100.40 428 Sound 205 Sound 123 Warning 42 Sound II

100.20 671 Warning 285 Warning 181 Warning 74 Warning II

100.00 933 Severe 446 Warning 261 Severe 82 Warning II

99.80 854 Warning 377 Warning 248 Severe 95 Warning II

99.60 523 Sound 221 Sound 143 Warning 62 Sound II

99.40 601 Sound 287 Warning 161 Warning 59 Sound II

99.20 691 Warning 304 Warning 181 Warning 76 Warning II

99.00 528 Sound 255 Warning 132 Warning 56 Sound II

98.80 491 Sound 222 Sound 151 Warning 39 Sound I

98.60 275 Sound 156 Sound 52 Sound 22 Sound I

98.40 310 Sound 152 Sound 65 Sound 34 Sound I

98.20 421 Sound 173 Sound 92 Sound 60 Sound I

98.00 266 Sound 134 Sound 62 Sound 25 Sound I

97.80 494 Sound 297 Warning 120 Warning 24 Sound I

97.60 371 Sound 219 Sound 75 Sound 14 Sound I

97.40 782 Warning 345 Warning 210 Warning 83 Warning I

97.20 422 Sound 203 Sound 98 Sound 36 Sound I

97.00 767 Warning 335 Warning 211 Warning 89 Warning I

96.80 207 Sound 93 Sound 50 Sound 20 Sound I

96.60 433 Sound 256 Warning 92 Sound 27 Sound I

96.40 612 Sound 313 Warning 168 Warning 58 Sound I

96.20 537 Sound 214 Sound 176 Warning 64 Sound I

96.00 289 Sound 146 Sound 58 Sound 44 Sound I

95.80 430 Sound 192 Sound 119 Warning 46 Sound I

95.60 553 Sound 266 Warning 142 Warning 51 Sound I

95.40 783 Warning 331 Warning 190 Warning 88 Warning I

95.20 560 Sound 206 Sound 143 Warning 71 Warning I

95.00 639 Warning 300 Warning 172 Warning 60 Sound I

94.80 724 Warning 347 Warning 170 Warning 78 Warning I

94.60 894 Warning 368 Warning 252 Severe 113 Warning I

94.40 725 Warning 302 Warning 211 Warning 83 Warning I

94.20 840 Warning 406 Warning 243 Severe 90 Warning I

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94.00 765 Warning 355 Warning 223 Warning 74 Warning I

93.80 644 Warning 289 Warning 169 Warning 62 Sound I

93.60 275 Sound 154 Sound 65 Sound 17 Sound I

93.40 198 Sound 108 Sound 38 Sound 13 Sound I

93.20 318 Sound 166 Sound 68 Sound 22 Sound I

93.00 217 Sound 108 Sound 50 Sound 17 Sound I

92.80 489 Sound 249 Sound 133 Warning 38 Sound I

92.60 493 Sound 250 Warning 125 Warning 37 Sound I

92.40 617 Sound 290 Warning 172 Warning 56 Sound I

92.20 471 Sound 246 Sound 118 Warning 36 Sound I

92.00 447 Sound 234 Sound 103 Sound 33 Sound I

91.80 597 Sound 293 Warning 166 Warning 54 Sound I

91.60 341 Sound 144 Sound 88 Sound 35 Sound I

91.40 167 Sound 80 Sound 37 Sound 15 Sound I

91.20 216 Sound 104 Sound 52 Sound 18 Sound I

91.00 462 Sound 240 Sound 113 Sound 35 Sound I

90.80 274 Sound 129 Sound 69 Sound 24 Sound I

90.60 568 Sound 300 Warning 142 Warning 40 Sound I

90.40 584 Sound 254 Warning 160 Warning 70 Warning I

90.20 531 Sound 272 Warning 129 Warning 47 Sound I

90.00 546 Sound 221 Sound 153 Warning 68 Warning I

89.80 542 Sound 221 Sound 144 Warning 71 Warning I

89.59 376 Sound 182 Sound 97 Sound 35 Sound I

89.40 905 Warning 383 Warning 206 Warning 120 Warning I

89.20 219 Sound 103 Sound 49 Sound 28 Sound I

89.00 233 Sound 100 Sound 46 Sound 28 Sound I

88.80 644 Warning 299 Warning 148 Warning 68 Warning I

88.60 513 Sound 212 Sound 158 Warning 59 Sound I

88.40 469 Sound 175 Sound 123 Warning 60 Sound I

88.20 401 Sound 198 Sound 91 Sound 32 Sound I

88.00 594 Sound 260 Warning 181 Warning 71 Warning I

87.80 542 Sound 259 Warning 136 Warning 55 Sound I

87.60 518 Sound 245 Sound 145 Warning 43 Sound I

87.40 472 Sound 200 Sound 125 Warning 52 Sound I

87.20 703 Warning 310 Warning 201 Warning 82 Warning I

87.00 641 Warning 316 Warning 175 Warning 60 Sound I

86.80 543 Sound 259 Warning 156 Warning 53 Sound I

86.60 455 Sound 233 Sound 114 Sound 36 Sound I

86.40 750 Warning 341 Warning 208 Warning 94 Warning I

86.20 919 Warning 379 Warning 277 Severe 135 Severe I

86.00 626 Warning 222 Sound 173 Warning 100 Warning I

85.80 569 Sound 299 Warning 145 Warning 49 Sound I

85.60 284 Sound 135 Sound 72 Sound 32 Sound I

85.40 589 Sound 272 Warning 165 Warning 57 Sound I

85.20 277 Sound 217 Sound 18 Sound 7 Sound I

85.00 242 Sound 127 Sound 47 Sound 19 Sound I

84.80 231 Sound 93 Sound 53 Sound 32 Sound I

84.60 387 Sound 212 Sound 74 Sound 34 Sound I

84.40 180 Sound 80 Sound 38 Sound 18 Sound I

84.20 653 Warning 324 Warning 161 Warning 54 Sound I

84.00 557 Sound 244 Sound 158 Warning 59 Sound I

83.80 268 Sound 110 Sound 56 Sound 27 Sound I

83.60 429 Sound 148 Sound 115 Warning 77 Warning I

83.40 238 Sound 110 Sound 52 Sound 25 Sound I

83.20 508 Sound 257 Warning 146 Warning 35 Sound I

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83.00 403 Sound 166 Sound 99 Sound 44 Sound I

82.80 403 Sound 201 Sound 91 Sound 37 Sound I

82.60 326 Sound 145 Sound 73 Sound 34 Sound I

82.40 629 Warning 267 Warning 207 Warning 52 Sound I

82.20 428 Sound 184 Sound 113 Sound 39 Sound I

82.00 363 Sound 180 Sound 81 Sound 29 Sound I

81.80 681 Warning 300 Warning 165 Warning 73 Warning I

81.60 341 Sound 151 Sound 90 Sound 33 Sound I

81.40 227 Sound 96 Sound 51 Sound 22 Sound I

81.20 834 Warning 298 Warning 221 Warning 111 Warning I

81.00 718 Warning 295 Warning 181 Warning 106 Warning I

80.80 884 Warning 384 Warning 265 Severe 94 Warning I

80.60 620 Sound 313 Warning 145 Warning 64 Sound I

80.40 418 Sound 217 Sound 94 Sound 29 Sound I

80.20 561 Sound 231 Sound 151 Warning 64 Sound I

80.00 546 Sound 204 Sound 140 Warning 68 Warning I

79.80 326 Sound 128 Sound 90 Sound 39 Sound I

79.60 303 Sound 116 Sound 64 Sound 38 Sound I

79.40 435 Sound 168 Sound 106 Sound 63 Sound I

79.20 298 Sound 121 Sound 62 Sound 30 Sound I

79.00 177 Sound 46 Sound 39 Sound 30 Sound I

78.80 243 Sound 104 Sound 59 Sound 24 Sound I

78.60 234 Sound 77 Sound 46 Sound 27 Sound I

78.40 315 Sound 140 Sound 68 Sound 27 Sound I

78.20 292 Sound 133 Sound 66 Sound 38 Sound I

78.00 538 Sound 254 Warning 129 Warning 54 Sound I

77.80 964 Severe 456 Warning 242 Severe 102 Warning I

77.60 449 Sound 208 Sound 119 Warning 42 Sound I

77.40 564 Sound 259 Warning 162 Warning 59 Sound I

77.20 634 Warning 310 Warning 181 Warning 59 Sound I

77.00 363 Sound 153 Sound 93 Sound 44 Sound I

76.80 326 Sound 127 Sound 107 Sound 30 Sound I

76.60 289 Sound 132 Sound 69 Sound 27 Sound I

76.40 280 Sound 123 Sound 55 Sound 29 Sound I

76.20 297 Sound 143 Sound 61 Sound 25 Sound I

76.00 535 Sound 232 Sound 149 Warning 61 Sound I

75.80 544 Sound 246 Sound 150 Warning 54 Sound I

75.60 629 Warning 264 Warning 179 Warning 87 Warning I

75.40 498 Sound 255 Warning 131 Warning 45 Sound I

75.20 448 Sound 251 Warning 107 Sound 29 Sound I

75.00 365 Sound 186 Sound 85 Sound 32 Sound I

74.80 611 Sound 284 Warning 156 Warning 69 Warning I

74.60 737 Warning 368 Warning 201 Warning 74 Warning I

74.40 402 Sound 161 Sound 84 Sound 46 Sound I

74.20 542 Sound 219 Sound 146 Warning 66 Warning I

74.00 701 Warning 292 Warning 188 Warning 88 Warning I

73.80 451 Sound 200 Sound 119 Warning 43 Sound I

73.60 530 Sound 245 Sound 130 Warning 51 Sound I

73.40 303 Sound 127 Sound 51 Sound 90 Warning I

73.20 451 Sound 247 Sound 107 Sound 31 Sound I

73.00 624 Sound 289 Warning 165 Warning 60 Sound I

72.80 617 Sound 261 Warning 172 Warning 78 Warning I

72.60 536 Sound 286 Warning 134 Warning 36 Sound I

72.40 422 Sound 228 Sound 97 Sound 27 Sound I

72.00 372 Sound 176 Sound 88 Sound 33 Sound I

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71.80 361 Sound 185 Sound 80 Sound 32 Sound I

71.60 705 Warning 263 Warning 215 Warning 107 Warning I

71.40 591 Sound 253 Warning 149 Warning 68 Warning I

71.20 541 Sound 238 Sound 133 Warning 55 Sound I

71.00 926 Severe 391 Warning 273 Severe 116 Warning I

70.80 301 Sound 147 Sound 77 Sound 26 Sound I

70.60 257 Sound 114 Sound 63 Sound 26 Sound I

70.40 402 Sound 153 Sound 99 Sound 50 Sound I

70.20 446 Sound 144 Sound 105 Sound 60 Sound I

70.00 597 Sound 223 Sound 167 Warning 83 Warning I

69.80 445 Sound 161 Sound 113 Sound 55 Sound I

69.60 379 Sound 172 Sound 100 Sound 35 Sound I

69.40 205 Sound 103 Sound 51 Sound 14 Sound I

69.20 316 Sound 141 Sound 92 Sound 33 Sound I

69.00 484 Sound 189 Sound 135 Warning 61 Sound I

68.80 290 Sound 148 Sound 69 Sound 19 Sound I

68.60 453 Sound 195 Sound 117 Warning 57 Sound I

68.40 319 Sound 161 Sound 80 Sound 23 Sound I

68.20 208 Sound 93 Sound 47 Sound 22 Sound I

68.00 335 Sound 119 Sound 96 Sound 47 Sound I

67.80 373 Sound 141 Sound 94 Sound 48 Sound I

67.60 819 Warning 289 Warning 205 Warning 124 Severe I

67.40 313 Sound 133 Sound 61 Sound 33 Sound I

67.20 1004 Severe 316 Warning 248 Severe 183 Severe I

67.00 463 Sound 147 Sound 112 Sound 66 Warning I

66.75 565 Sound 233 Sound 131 Warning 69 Warning I

66.60 343 Sound 164 Sound 80 Sound 32 Sound I

66.40 455 Sound 170 Sound 113 Sound 55 Sound I

66.20 999 Severe 379 Warning 286 Severe 150 Severe I

66.00 328 Sound 156 Sound 82 Sound 24 Sound I

65.80 641 Warning 291 Warning 167 Warning 67 Warning I

65.60 620 Sound 216 Sound 177 Warning 79 Warning I

65.40 446 Sound 156 Sound 86 Sound 62 Sound I

65.20 572 Sound 187 Sound 151 Warning 76 Warning I

65.00 612 Sound 204 Sound 151 Warning 93 Warning I

64.80 1073 Severe 362 Warning 291 Severe 162 Severe I

64.60 688 Warning 288 Warning 197 Warning 79 Warning I

64.40 382 Sound 166 Sound 109 Sound 33 Sound I

64.20 653 Warning 249 Sound 179 Warning 86 Warning I

64.00 587 Sound 236 Sound 168 Warning 71 Warning I

63.80 770 Warning 277 Warning 210 Warning 113 Warning I

63.60 779 Warning 275 Warning 223 Warning 113 Warning I

63.40 242 Sound 105 Sound 31 Sound 16 Sound I

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Table 5: Structural Condition Rating based on FWD50KN Deflection Data for NR-6 [km 317.800 to km 367.500]

Chainage, km

D0, µm

D0 Rating BLI BLI

Rating MLI MLI Rating LLI LLI

Rating Section

367.50 663 Warning 250 Warning 188 Warning 94 Warning VI

367.40 600 Sound 238 Sound 175 Warning 81 Warning VI

367.20 668 Warning 296 Warning 209 Warning 81 Warning VI

367.00 619 Sound 299 Warning 196 Warning 65 Warning VI

366.80 614 Sound 303 Warning 194 Warning 66 Warning VI

366.60 714 Warning 340 Warning 219 Warning 86 Warning VI

366.40 625 Sound 282 Warning 200 Warning 78 Warning VI

366.20 679 Warning 329 Warning 220 Warning 73 Warning VI

366.00 656 Warning 340 Warning 206 Warning 57 Sound VI

365.80 881 Warning 400 Warning 277 Severe 113 Warning VI

365.60 882 Warning 419 Warning 276 Severe 101 Warning VI

365.40 762 Warning 385 Warning 226 Severe 81 Warning VI

365.20 737 Warning 401 Warning 210 Warning 66 Warning VI

365.00 678 Warning 342 Warning 207 Warning 75 Warning VI

364.80 517 Sound 263 Warning 138 Warning 51 Sound VI

364.60 609 Sound 313 Warning 186 Warning 58 Sound VI

364.40 732 Warning 396 Warning 210 Warning 66 Warning VI

364.20 937 Severe 450 Warning 299 Severe 107 Warning VI

364.00 678 Warning 346 Warning 205 Warning 67 Warning VI

363.79 749 Warning 368 Warning 225 Warning 77 Warning VI

363.60 280 Sound 144 Sound 47 Sound 25 Sound VI

363.40 831 Warning 468 Warning 247 Severe 65 Warning VI

363.20 821 Warning 448 Warning 243 Severe 69 Warning VI

363.00 714 Warning 402 Warning 215 Warning 51 Sound VI

362.80 731 Warning 410 Warning 212 Warning 55 Sound VI

362.60 665 Warning 376 Warning 190 Warning 49 Sound VI

362.40 653 Warning 355 Warning 177 Warning 54 Sound VI

362.20 352 Sound 100 Sound 96 Sound 63 Sound V

362.00 412 Sound 217 Sound 92 Sound 42 Sound V

361.80 316 Sound 122 Sound 73 Sound 47 Sound V

361.60 295 Sound 126 Sound 67 Sound 42 Sound V

361.40 321 Sound 119 Sound 65 Sound 46 Sound V

361.20 330 Sound 141 Sound 77 Sound 44 Sound V

361.00 360 Sound 161 Sound 97 Sound 56 Sound V

360.80 229 Sound 91 Sound 43 Sound 26 Sound V

360.60 355 Sound 163 Sound 90 Sound 42 Sound V

360.40 281 Sound 100 Sound 30 Sound 73 Warning V

360.20 289 Sound 128 Sound 62 Sound 32 Sound V

360.00 446 Sound 231 Sound 100 Sound 37 Sound V

359.80 325 Sound 197 Sound 54 Sound 22 Sound V

359.60 522 Sound 250 Warning 133 Warning 53 Sound V

359.40 288 Sound 125 Sound 62 Sound 32 Sound V

359.20 424 Sound 177 Sound 109 Sound 54 Sound V

359.00 246 Sound 94 Sound 41 Sound 36 Sound V

358.80 434 Sound 191 Sound 103 Sound 54 Sound V

358.60 345 Sound 211 Sound 50 Sound 25 Sound V

358.40 408 Sound 261 Warning 70 Sound 26 Sound V

358.20 404 Sound 262 Warning 66 Sound 26 Sound V

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358.00 508 Sound 211 Sound 131 Warning 68 Warning V

357.80 348 Sound 125 Sound 81 Sound 51 Sound V

357.60 328 Sound 141 Sound 74 Sound 45 Sound V

357.40 357 Sound 153 Sound 81 Sound 47 Sound V

357.20 311 Sound 140 Sound 60 Sound 33 Sound V

357.00 1093 Severe 585 Severe 333 Severe 101 Warning IV

356.80 317 Sound 132 Sound 58 Sound 39 Sound IV

356.60 864 Warning 410 Warning 268 Severe 101 Warning IV

356.40 290 Sound 120 Sound 56 Sound 35 Sound IV

356.20 1319 Severe 706 Severe 415 Severe 123 Severe IV

356.00 819 Warning 403 Warning 241 Severe 94 Warning IV

355.80 361 Sound 227 Sound 42 Sound 24 Sound IV

355.60 471 Sound 212 Sound 109 Sound 55 Sound IV

355.40 561 Sound 281 Warning 141 Warning 54 Sound IV

355.20 277 Sound 112 Sound 62 Sound 33 Sound IV

355.00 603 Sound 288 Warning 160 Warning 65 Warning IV

354.80 322 Sound 129 Sound 72 Sound 42 Sound IV

354.60 895 Warning 460 Warning 282 Severe 89 Warning IV

354.40 298 Sound 164 Sound 46 Sound 24 Sound IV

354.20 246 Sound 130 Sound 39 Sound 20 Sound IV

354.00 423 Sound 202 Sound 94 Sound 44 Sound IV

353.80 408 Sound 190 Sound 92 Sound 47 Sound IV

353.58 903 Warning 459 Warning 207 Warning 97 Warning IV

353.40 400 Sound 172 Sound 94 Sound 48 Sound IV

353.20 472 Sound 218 Sound 108 Sound 58 Sound IV

353.00 406 Sound 163 Sound 93 Sound 59 Sound IV

352.80 488 Sound 238 Sound 116 Warning 53 Sound IV

352.60 498 Sound 232 Sound 123 Warning 61 Sound IV

352.40 677 Warning 321 Warning 183 Warning 73 Warning IV

352.20 421 Sound 204 Sound 97 Sound 48 Sound IV

352.06 689 Warning 371 Warning 156 Warning 73 Warning IV

352.00 801 Warning 420 Warning 233 Severe 75 Warning IV

351.80 765 Warning 374 Warning 226 Severe 86 Warning IV

351.60 712 Warning 352 Warning 209 Warning 78 Warning IV

351.40 551 Sound 276 Warning 163 Warning 50 Sound IV

351.20 454 Sound 222 Sound 133 Warning 46 Sound IV

351.00 656 Warning 340 Warning 202 Warning 65 Warning IV

350.80 595 Sound 271 Warning 189 Warning 70 Warning IV

350.60 621 Sound 297 Warning 193 Warning 67 Warning IV

350.40 829 Warning 427 Warning 248 Severe 85 Warning IV

350.39 611 Sound 389 Warning 124 Warning 43 Sound IV

350.20 671 Warning 322 Warning 216 Warning 67 Warning IV

350.00 709 Warning 340 Warning 220 Warning 75 Warning IV

349.80 521 Sound 267 Warning 120 Warning 52 Sound IV

349.60 550 Sound 240 Sound 168 Warning 75 Warning IV

349.40 624 Sound 304 Warning 177 Warning 69 Warning IV

349.20 837 Warning 373 Warning 256 Severe 109 Warning IV

349.00 1086 Severe 463 Warning 356 Severe 152 Severe IV

348.80 567 Sound 282 Warning 164 Warning 57 Sound III

348.60 229 Sound 124 Sound 42 Sound 18 Sound III

348.40 210 Sound 103 Sound 39 Sound 20 Sound III

348.20 266 Sound 143 Sound 51 Sound 22 Sound III

348.00 243 Sound 122 Sound 40 Sound 25 Sound III

347.80 266 Sound 142 Sound 46 Sound 24 Sound III

347.60 251 Sound 131 Sound 49 Sound 23 Sound III

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347.40 205 Sound 101 Sound 36 Sound 19 Sound III

347.20 261 Sound 139 Sound 48 Sound 22 Sound III

347.00 307 Sound 175 Sound 54 Sound 23 Sound III

346.80 287 Sound 142 Sound 58 Sound 26 Sound III

346.60 366 Sound 200 Sound 80 Sound 33 Sound III

346.40 427 Sound 204 Sound 101 Sound 49 Sound III

346.20 295 Sound 152 Sound 63 Sound 28 Sound III

346.00 285 Sound 137 Sound 65 Sound 23 Sound III

345.80 299 Sound 146 Sound 63 Sound 26 Sound III

345.60 251 Sound 141 Sound 42 Sound 16 Sound III

345.40 208 Sound 115 Sound 26 Sound 14 Sound III

345.20 266 Sound 131 Sound 47 Sound 22 Sound III

345.00 219 Sound 103 Sound 33 Sound 15 Sound III

344.80 354 Sound 177 Sound 62 Sound 29 Sound III

344.60 342 Sound 177 Sound 54 Sound 26 Sound III

344.40 360 Sound 182 Sound 59 Sound 29 Sound III

344.20 423 Sound 247 Sound 66 Sound 28 Sound III

344.00 293 Sound 142 Sound 54 Sound 24 Sound III

343.80 313 Sound 158 Sound 58 Sound 27 Sound III

343.60 265 Sound 130 Sound 41 Sound 20 Sound III

343.40 303 Sound 147 Sound 51 Sound 22 Sound III

343.20 286 Sound 153 Sound 40 Sound 20 Sound III

343.00 325 Sound 203 Sound 52 Sound 20 Sound III

342.80 387 Sound 196 Sound 74 Sound 32 Sound III

342.60 357 Sound 170 Sound 61 Sound 28 Sound III

342.40 231 Sound 108 Sound 46 Sound 23 Sound III

342.20 252 Sound 121 Sound 47 Sound 32 Sound III

342.00 274 Sound 157 Sound 51 Sound 20 Sound III

341.80 287 Sound 170 Sound 53 Sound 20 Sound III

341.60 270 Sound 152 Sound 46 Sound 23 Sound III

341.40 264 Sound 143 Sound 52 Sound 20 Sound III

341.20 232 Sound 121 Sound 46 Sound 20 Sound III

341.00 193 Sound 97 Sound 35 Sound 19 Sound III

340.80 225 Sound 121 Sound 44 Sound 17 Sound III

340.60 198 Sound 112 Sound 33 Sound 15 Sound III

340.40 240 Sound 130 Sound 48 Sound 16 Sound III

340.20 260 Sound 147 Sound 45 Sound 17 Sound III

340.00 201 Sound 111 Sound 35 Sound 12 Sound III

339.80 211 Sound 105 Sound 36 Sound 19 Sound III

339.60 275 Sound 149 Sound 61 Sound 19 Sound III

339.40 236 Sound 135 Sound 33 Sound 18 Sound III

339.20 207 Sound 101 Sound 39 Sound 21 Sound III

339.00 206 Sound 102 Sound 33 Sound 20 Sound III

338.80 254 Sound 132 Sound 47 Sound 23 Sound III

338.60 235 Sound 124 Sound 39 Sound 21 Sound III

338.40 202 Sound 91 Sound 37 Sound 22 Sound III

338.20 195 Sound 85 Sound 40 Sound 22 Sound III

338.00 206 Sound 87 Sound 42 Sound 20 Sound III

337.80 661 Warning 431 Warning 139 Warning 31 Sound II

337.60 491 Sound 257 Warning 137 Warning 39 Sound II

337.40 779 Warning 385 Warning 230 Severe 80 Warning II

337.20 593 Sound 281 Warning 171 Warning 64 Sound II

337.00 457 Sound 270 Warning 114 Sound 28 Sound II

336.80 602 Sound 308 Warning 173 Warning 57 Sound II

336.60 564 Sound 285 Warning 165 Warning 52 Sound II

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336.58 664 Warning 409 Warning 132 Warning 49 Sound II

336.40 926 Severe 469 Warning 291 Severe 90 Warning II

336.20 642 Warning 381 Warning 205 Warning 37 Sound II

336.00 656 Warning 344 Warning 189 Warning 56 Sound II

335.80 738 Warning 362 Warning 228 Severe 70 Warning II

335.60 627 Warning 329 Warning 176 Warning 52 Sound II

335.40 400 Sound 206 Sound 117 Warning 38 Sound II

335.20 1122 Severe 538 Severe 362 Severe 127 Severe II

335.00 613 Sound 288 Warning 197 Warning 70 Warning II

334.80 662 Warning 344 Warning 193 Warning 61 Sound II

334.60 657 Warning 302 Warning 204 Warning 88 Warning II

334.40 720 Warning 362 Warning 220 Warning 73 Warning II

334.20 594 Sound 302 Warning 176 Warning 55 Sound II

334.00 469 Sound 244 Sound 125 Warning 39 Sound II

333.80 446 Sound 221 Sound 116 Warning 43 Sound II

333.60 1144 Severe 541 Severe 337 Severe 132 Severe II

333.40 719 Warning 364 Warning 224 Warning 66 Warning II

333.20 642 Warning 334 Warning 186 Warning 59 Sound II

333.00 703 Warning 354 Warning 231 Severe 65 Warning II

332.80 626 Warning 330 Warning 213 Warning 35 Sound II

332.60 534 Sound 277 Warning 154 Warning 53 Sound II

332.40 507 Sound 262 Warning 125 Warning 52 Sound II

332.20 553 Sound 288 Warning 136 Warning 50 Sound II

332.00 624 Sound 304 Warning 194 Warning 72 Warning II

331.80 536 Sound 274 Warning 163 Warning 48 Sound II

331.60 654 Warning 361 Warning 208 Warning 47 Sound II

331.40 625 Sound 320 Warning 199 Warning 54 Sound II

331.20 621 Sound 330 Warning 189 Warning 51 Sound II

331.00 639 Warning 337 Warning 195 Warning 59 Sound II

330.80 565 Sound 310 Warning 175 Warning 46 Sound II

330.60 571 Sound 282 Warning 169 Warning 59 Sound II

330.40 598 Sound 281 Warning 190 Warning 66 Warning II

330.20 538 Sound 287 Warning 159 Warning 45 Sound II

330.00 367 Sound 186 Sound 99 Sound 26 Sound II

329.80 505 Sound 260 Warning 150 Warning 45 Sound II

329.60 519 Sound 259 Warning 142 Warning 48 Sound II

329.40 595 Sound 314 Warning 160 Warning 44 Sound II

329.20 695 Warning 358 Warning 199 Warning 68 Warning II

329.00 453 Sound 244 Sound 129 Warning 35 Sound II

328.80 564 Sound 304 Warning 148 Warning 40 Sound II

328.60 627 Warning 353 Warning 150 Warning 43 Sound II

328.40 560 Sound 327 Warning 137 Warning 49 Sound II

328.19 489 Sound 244 Sound 120 Warning 48 Sound II

328.00 435 Sound 219 Sound 107 Sound 53 Sound II

327.80 540 Sound 239 Sound 149 Warning 60 Sound II

327.60 519 Sound 248 Sound 140 Warning 43 Sound II

327.40 475 Sound 240 Sound 155 Warning 35 Sound II

327.20 547 Sound 252 Warning 168 Warning 63 Sound II

327.00 607 Sound 306 Warning 180 Warning 44 Sound II

326.80 529 Sound 254 Warning 153 Warning 52 Sound II

326.60 533 Sound 211 Sound 133 Warning 57 Sound I

326.40 562 Sound 202 Sound 125 Warning 61 Sound I

326.20 453 Sound 220 Sound 129 Warning 41 Sound I

326.00 436 Sound 207 Sound 125 Warning 43 Sound I

325.80 537 Sound 228 Sound 140 Warning 63 Sound I

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325.60 438 Sound 206 Sound 128 Warning 43 Sound I

325.40 471 Sound 214 Sound 129 Warning 44 Sound I

325.20 363 Sound 168 Sound 96 Sound 36 Sound I

325.00 449 Sound 195 Sound 119 Warning 50 Sound I

324.80 612 Sound 250 Warning 180 Warning 86 Warning I

324.60 430 Sound 191 Sound 106 Sound 44 Sound I

324.40 456 Sound 179 Sound 121 Warning 59 Sound I

324.20 421 Sound 194 Sound 115 Warning 40 Sound I

324.00 507 Sound 236 Sound 132 Warning 49 Sound I

323.80 488 Sound 202 Sound 138 Warning 55 Sound I

323.60 429 Sound 181 Sound 127 Warning 51 Sound I

323.40 388 Sound 158 Sound 109 Sound 48 Sound I

323.20 379 Sound 158 Sound 106 Sound 43 Sound I

323.00 375 Sound 166 Sound 99 Sound 48 Sound I

322.80 397 Sound 172 Sound 108 Sound 40 Sound I

322.60 407 Sound 145 Sound 105 Sound 51 Sound I

322.40 459 Sound 162 Sound 120 Warning 65 Warning I

322.20 452 Sound 186 Sound 121 Warning 51 Sound I

322.00 425 Sound 163 Sound 98 Sound 44 Sound I

321.80 469 Sound 172 Sound 112 Sound 54 Sound I

321.60 461 Sound 165 Sound 111 Sound 60 Sound I

321.40 346 Sound 136 Sound 96 Sound 41 Sound I

321.20 483 Sound 190 Sound 131 Warning 59 Sound I

321.00 436 Sound 157 Sound 126 Warning 61 Sound I

320.80 422 Sound 179 Sound 117 Warning 45 Sound I

320.60 424 Sound 175 Sound 118 Warning 47 Sound I

320.40 360 Sound 178 Sound 114 Sound 37 Sound I

320.20 367 Sound 185 Sound 116 Warning 34 Sound I

320.00 300 Sound 152 Sound 92 Sound 26 Sound I

319.80 451 Sound 203 Sound 138 Warning 51 Sound I

319.60 346 Sound 160 Sound 85 Sound 31 Sound I

319.40 385 Sound 172 Sound 109 Sound 44 Sound I

319.20 478 Sound 191 Sound 129 Warning 51 Sound I

319.00 421 Sound 138 Sound 97 Sound 57 Sound I

318.80 474 Sound 162 Sound 112 Sound 62 Sound I

318.60 479 Sound 191 Sound 110 Sound 51 Sound I

318.40 345 Sound 148 Sound 89 Sound 33 Sound I

318.20 449 Sound 177 Sound 109 Sound 50 Sound I

318.00 429 Sound 168 Sound 110 Sound 51 Sound I

317.80 463 Sound 164 Sound 107 Sound 61 Sound I

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Annex A: Deflection Data (FWD50KN) for NR-1 [km 159.000 to km 63.400]

Chainage, m

Load, KN D0, µm D1, µm D2, µm D3, µm D4, µm D5, µm D6,

µm Air

Temp, °C

Pave Temp,

°C

159000 54.2 270 193 143 101 80 56 46 37 40

158800 53.2 602 410 270 162 112 70 55 36 40

158600 53.4 518 344 228 136 90 57 43 36 40

158400 54.3 387 254 166 104 92 56 42 35 41

158000 54 412 265 174 109 81 55 43 36 41

157800 53.7 442 280 165 88 57 31 22 38 42

157600 53.4 502 341 224 146 108 67 49 37 40

157400 54.2 698 503 357 231 169 98 68 37 43

157200 53.7 765 547 395 242 164 78 50 37 41

157000 53.1 964 644 425 229 140 62 39 37 41

156800 54.1 655 416 256 135 89 57 35 37 41

156600 54.1 463 326 226 147 117 70 52 37 43

156400 54.1 551 406 308 214 153 85 58 37 43

156200 54 426 302 212 132 90 52 41 36 42

156000 53.6 504 392 308 210 141 63 38 37 42

155800 54.3 403 295 221 137 89 48 35 37 43

155600 54.2 461 341 259 156 101 49 35 37 43

155400 53.9 546 367 265 139 83 36 29 37 44

155200 54.4 432 313 240 142 93 42 31 38 45

155000 53.5 410 310 233 147 87 40 29 38 45

154800 53.7 415 309 235 150 93 39 25 38 44

154600 54.4 382 290 232 161 113 57 37 37 46

154400 54 376 301 244 162 117 56 35 38 45

154200 53.8 389 297 236 153 100 50 33 37 45

154000 53.2 549 405 284 193 142 82 56 38 45

153800 53.8 428 329 242 167 120 70 47 38 46

153600 54.2 395 265 190 111 73 38 27 38 47

153400 53.7 491 334 214 123 82 47 36 38 47

153200 54.3 380 277 196 123 85 53 40 38 47

153000 54.1 417 304 232 150 95 44 30 38 45

152800 54 436 349 288 204 154 84 56 38 45

152600 54.1 391 316 246 171 115 57 45 38 47

152400 54 398 324 268 204 155 86 58 39 47

152200 54.8 215 187 165 136 117 84 58 38 49

152000 53.8 297 255 205 141 101 49 30 38 47

151800 54 380 270 201 125 80 39 27 38 46

151600 54 315 251 215 165 124 72 46 38 47

151400 54 358 294 238 162 121 63 43 38 47

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151200 53.2 527 449 371 263 182 92 59 38 50

151000 54.1 526 363 235 145 98 59 41 39 50

150800 53.1 698 487 334 204 142 82 58 39 48

150600 53 831 511 332 192 139 84 57 39 49

150400 52.7 986 634 408 234 157 83 52 38 49

150200 53.5 707 486 330 191 127 71 50 38 49

150000 52.9 869 606 423 260 192 129 101 39 49

149800 53.6 727 486 341 209 147 85 58 39 52

149600 53.7 570 417 304 196 141 84 58 39 51

149400 53.6 600 412 285 170 116 70 54 39 50

149200 53 708 468 302 153 101 55 41 40 49

149000 52.7 963 684 500 326 226 124 87 40 48

148800 53.7 601 414 285 178 132 87 65 39 48

148600 53.4 697 489 334 195 131 76 56 39 49

148400 53.6 737 480 316 182 120 75 54 40 52

148200 53.2 770 454 261 133 90 66 52 40 53

148000 53.7 444 235 139 86 73 54 43 41 52

147800 52.6 902 513 320 186 141 92 64 40 52

147600 53 806 451 251 120 81 62 48 39 52

147400 52 1052 620 342 163 104 72 54 40 51

147200 53.2 583 392 271 175 132 87 63 39 50

147000 53.5 507 321 221 136 101 64 48 39 49

146800 52.9 813 535 353 204 148 95 70 39 49

146600 52.4 880 555 347 181 114 67 51 39 48

146400 52 1013 660 435 254 167 86 57 39 48

146200 52.5 1120 672 395 178 90 48 41 40 48

146000 51.8 1072 705 463 277 191 101 69 39 48

145800 53 731 527 390 243 168 93 63 40 48

145600 52.6 804 545 382 234 160 87 59 39 48

145400 54.1 351 241 170 108 80 54 43 40 47

145200 51.6 1315 911 642 387 251 114 65 40 48

145000 51.3 1654 1167 844 507 329 146 77 39 49

144800 51.8 1254 898 649 396 268 121 66 39 48

144600 53.2 773 517 338 188 119 70 51 39 46

144400 52.8 964 670 443 255 166 84 57 38 48

144200 54.2 450 350 272 196 144 84 55 36 45

144000 52.6 1113 808 588 373 251 144 98 34 43

143800 52.3 930 604 401 238 163 93 63 32 35

143600 52.1 1025 654 410 233 148 78 55 32 37

143400 53.4 860 549 344 191 119 59 39 31 35

143200 52.7 996 678 457 274 183 94 60 30 35

143000 54.1 487 326 234 167 132 89 67 30 34

142800 52.5 1037 744 545 348 239 129 83 29 33

142600 52.8 1130 799 563 349 239 125 83 29 33

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142400 53.2 826 592 435 284 204 116 79 29 31

142200 53.2 688 502 360 239 172 107 76 29 31

142000 53.2 778 528 367 237 179 123 93 29 32

141800 52.8 800 556 409 287 227 160 116 29 33

141600 53.1 705 436 281 167 125 89 72 30 35

141400 53.5 655 442 295 188 144 109 89 30 36

141200 52.9 795 514 348 211 160 110 84 30 35

141000 52.7 896 631 448 311 250 186 150 30 36

140800 53.5 662 449 316 218 173 126 104 30 34

140600 53 861 654 489 331 241 136 93 30 35

140400 52.9 1073 777 566 366 257 143 100 29 36

140200 52.6 1211 835 564 328 217 122 89 30 38

140000 54.1 643 390 243 142 102 63 45 30 38

139800 53.4 672 427 255 135 85 44 32 29 36

139600 53.4 660 453 297 178 131 90 74 30 37

139400 53.4 655 383 217 112 75 45 35 30 37

139200 52.9 710 398 241 136 99 65 48 30 37

139000 53.4 687 422 238 126 85 52 38 30 38

138800 53.6 549 348 229 140 99 61 44 31 37

138600 54.1 599 391 255 157 114 68 48 30 36

138399 55.2 173 117 70 37 23 19 18 30 35

138200 53.8 554 361 247 150 102 57 39 30 36

138000 52.8 783 555 403 249 173 103 70 30 36

138000 53.5 626 432 302 195 137 78 54 31 36

137800 53.3 618 430 304 194 136 78 54 31 36

137600 52.5 902 579 400 246 174 104 71 30 36

137400 54.1 560 416 318 230 187 136 103 31 34

137200 53.3 918 644 447 281 197 112 77 31 37

137000 52.5 874 560 362 216 162 108 80 31 35

136800 52.3 1043 742 525 316 200 94 62 31 36

136600 53 706 448 289 154 100 55 40 32 36

136400 53.1 689 445 290 159 102 58 40 32 36

136200 55.1 517 352 238 146 105 66 49 32 36

136000 54.5 284 194 135 87 63 41 31 32 34

135700 53.4 672 457 302 162 99 53 40 32 35

135589 53.9 359 252 182 121 91 58 42 32 35

135400 54.4 385 271 196 127 90 55 39 32 35

135200 52.7 684 447 297 181 124 75 56 31 34

135000 52.7 1022 667 453 258 173 91 57 31 36

134800 52.5 1007 681 475 285 195 107 74 31 35

134600 52.9 994 654 456 288 209 128 90 31 36

134400 53.1 760 518 359 230 171 103 72 31 35

134200 53.9 502 321 213 131 91 53 39 30 35

134000 53 812 526 363 224 162 101 74 31 34

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133800 53.2 346 224 153 102 82 58 48 36 40

133600 54 281 190 136 91 75 47 36 36 39

133400 53.5 621 402 267 167 123 82 62 37 39

133200 54.5 504 344 248 170 128 80 60 36 40

133000 54.3 424 297 211 143 109 75 55 37 41

132800 53.4 513 327 221 150 109 62 42 37 40

132600 53.6 619 420 302 214 167 106 77 38 42

132400 52.9 753 514 366 239 174 101 70 37 41

132200 52.9 843 470 319 207 148 84 58 37 40

132000 53.6 713 494 330 200 134 75 53 37 38

131800 53.1 683 490 351 214 155 66 43 37 38

131600 52.8 777 537 386 252 181 98 61 36 38

131400 52.8 726 481 330 206 148 81 56 37 39

131200 53 680 509 372 249 182 95 60 37 41

131000 53.6 509 345 235 157 113 73 57 38 42

130800 53.8 579 407 263 170 121 70 49 38 43

130600 54.1 719 537 392 248 176 99 70 39 42

130400 53.8 368 269 197 136 105 66 48 39 44

130200 52.9 721 517 367 225 144 74 50 39 44

130000 53.6 503 375 261 155 112 64 46 39 44

129800 53.1 561 401 284 174 118 69 50 38 43

129600 52.6 846 598 415 266 186 100 67 39 45

129400 52.9 756 529 360 217 135 61 39 40 46

129200 54.3 418 316 235 163 127 84 60 40 48

129000 53.6 642 465 363 268 205 121 79 40 47

128800 54.7 330 222 159 117 93 65 47 39 45

128600 53.8 488 325 212 141 110 73 54 39 47

128400 54.2 443 319 226 162 126 85 63 38 47

128200 54.2 400 264 182 129 104 74 54 38 49

128000 53.7 539 330 226 147 110 72 52 38 45

127800 53.7 436 340 272 223 145 86 74 38 47

127600 53.3 570 422 311 220 174 115 82 39 49

127400 53.1 686 500 374 265 204 127 85 39 47

127200 53 616 459 348 250 195 123 85 38 44

127000 52.6 660 491 363 247 179 96 56 38 46

126800 53.3 561 371 237 142 105 70 52 38 49

126600 53.7 498 360 267 182 138 85 61 38 50

126400 52.9 928 734 576 419 320 185 120 39 47

126200 52.8 769 540 377 247 177 103 72 38 45

126000 52.6 903 585 394 250 173 95 61 39 46

125800 53.2 677 457 312 189 132 75 54 29 29

125600 54.6 320 241 192 151 126 91 67 29 30

125400 52.6 1019 710 459 262 172 97 71 29 30

125200 54 629 499 401 301 233 143 97 29 29

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125000 54.6 549 378 270 175 123 79 61 29 31

124800 54.1 720 557 439 316 234 137 93 29 30

124600 52.9 1000 770 609 435 319 167 102 30 32

124400 53.4 843 645 506 355 259 140 87 30 31

124200 53.5 814 652 529 395 304 186 125 30 31

124000 53.9 675 531 420 292 206 104 66 30 30

123800 53.3 772 569 435 306 219 118 75 29 30

123600 53.8 659 504 389 266 186 89 53 30 30

123400 53.2 703 517 377 241 156 67 38 29 30

123200 54.6 675 519 405 289 217 131 90 29 29

123000 54.2 621 471 356 244 175 97 64 29 29

122800 54.2 697 541 415 279 192 100 66 28 28

122600 54 590 453 350 243 172 90 57 28 28

122400 53.7 685 531 418 289 202 92 49 28 28

122200 53.2 727 521 377 234 153 72 44 28 29

122000 53.7 685 493 357 217 137 58 37 28 28

121800 53 799 577 422 256 158 54 26 28 28

121600 53.1 594 436 306 195 131 68 45 28 28

121400 53 689 491 337 198 121 60 43 28 28

121200 53.3 629 466 345 219 152 79 50 28 28

121000 53.4 816 628 481 337 243 128 77 28 28

120800 53 687 524 402 280 205 117 79 28 29

120600 53 547 413 303 199 141 81 54 28 28

120400 52.7 702 535 403 271 192 101 63 28 28

120200 53.8 627 463 337 222 157 88 63 28 29

120000 54.4 503 353 259 169 121 74 54 28 29

119800 54 530 409 304 204 150 90 68 28 29

119600 54.3 500 370 275 192 146 93 67 28 28

119400 53.8 603 447 334 227 156 87 58 28 29

119200 53.2 780 583 427 285 201 96 55 29 28

119000 54 606 447 318 197 138 75 52 29 29

118800 53.6 670 497 364 244 171 95 63 29 29

118600 52.6 832 592 439 282 189 101 67 29 29

118400 52.5 954 678 458 265 175 85 54 29 28

118200 53.5 661 474 346 224 156 91 63 29 28

118000 54.4 390 246 157 94 70 51 43 29 28

117800 53.5 671 482 339 215 149 84 59 29 29

117600 53.6 620 440 308 190 128 65 40 29 28

117400 53.8 582 410 281 171 114 59 38 29 28

117200 54.2 486 331 221 132 89 54 38 28 29

117000 54.7 520 357 253 161 123 72 51 29 29

116800 54.4 648 501 382 270 207 135 96 29 28

116600 54.4 505 375 269 179 138 93 69 29 28

116400 53.9 568 421 317 221 167 104 71 29 28

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116200 54.7 426 319 238 169 134 90 66 28 29

116000 54.7 663 494 366 241 166 88 53 29 29

115800 53.9 617 445 317 205 147 92 68 29 29

115600 54 648 475 336 217 150 83 55 29 29

115400 54.1 599 461 353 249 182 103 66 29 28

115200 54 698 534 394 273 201 118 79 29 29

115000 53.6 766 553 416 278 196 104 65 29 28

114799 53.7 632 471 348 234 161 84 52 29 28

114600 53.3 688 494 353 221 154 86 61 29 29

114400 54 563 436 336 239 174 98 65 29 28

114200 53.5 676 507 382 254 172 84 51 29 29

114000 53.4 714 555 424 288 200 107 70 29 29

113800 53.5 659 487 359 232 164 89 59 29 29

113600 53.4 742 547 401 258 181 100 65 29 29

113400 53.3 704 536 403 268 190 103 68 29 28

113200 53.3 926 689 521 345 239 122 77 29 28

113000 52.3 926 683 516 328 210 89 52 29 29

112800 53.7 517 384 282 186 138 87 65 29 29

112600 52.6 904 659 482 315 217 117 78 30 28

112400 52.8 947 690 504 312 207 102 66 29 28

112200 53.1 652 483 347 227 157 87 62 30 28

112000 52.7 751 545 390 237 155 76 54 29 29

111800 53.5 742 550 406 262 183 97 67 29 29

111600 53.1 898 675 504 332 234 123 80 29 28

111400 53.1 760 564 415 277 194 108 72 30 29

111200 54.4 706 486 359 250 189 112 73 30 29

111000 53.2 750 568 431 297 218 123 80 30 29

110800 53 687 502 372 246 177 98 73 33 34

110600 53.3 540 369 243 154 115 75 53 33 33

110400 52.5 934 705 528 356 250 133 84 32 34

110200 52.8 693 493 337 206 142 76 64 32 34

110000 53.4 787 580 442 300 224 132 88 33 34

109800 53.3 537 407 304 206 153 94 68 33 33

109600 52.8 900 677 485 321 231 127 84 33 34

109400 53.2 673 504 367 245 180 104 71 33 34

109200 53.3 647 457 334 224 163 94 64 32 34

109000 53 698 504 345 218 156 98 70 32 34

108800 53.5 740 538 386 247 170 97 65 32 34

108600 53.4 705 480 311 177 114 68 52 33 34

108400 53.1 681 501 359 233 173 106 78 33 34

108200 53.2 747 505 329 197 138 84 62 33 34

108000 53.5 656 477 338 219 158 94 63 33 35

107800 53.5 536 387 278 183 136 83 58 33 34

107600 53.8 576 422 313 215 163 100 66 33 35

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107400 53.3 547 372 253 158 121 81 62 33 35

107200 54.1 510 334 208 121 86 55 42 33 35

107000 53.5 610 428 295 181 127 73 52 33 35

106800 53.6 507 341 230 138 97 61 46 34 34

106600 53.4 538 367 254 160 117 72 50 34 35

106400 54 504 364 261 178 130 81 57 34 35

106200 54.3 398 270 182 125 99 67 50 33 35

106000 53.6 474 320 204 133 102 67 48 34 35

105800 53.3 703 510 357 233 169 102 70 34 35

105600 52.8 586 405 266 166 121 74 54 34 34

105400 52.7 735 545 395 250 175 100 68 33 35

105200 52.3 867 644 479 315 215 112 74 33 35

105000 53.2 550 379 267 174 127 80 56 33 35

104800 52.7 854 624 440 280 182 89 55 33 35

104600 52.7 772 553 400 267 193 106 65 33 35

104400 53 981 699 506 316 227 137 99 34 35

104200 54.1 719 552 434 306 229 144 105 34 37

104000 53.1 920 712 552 379 278 152 99 34 36

103800 53.3 868 664 526 371 270 145 93 34 36

103600 52.5 926 710 507 305 183 76 50 34 35

103395 53.2 698 529 414 289 216 128 84 35 36

103200 52.9 908 684 513 337 238 136 95 35 35

103000 51.2 1455 1081 778 493 330 156 94 34 36

102800 53.7 403 309 236 170 135 89 64 34 35

102600 53.5 558 416 308 213 167 111 79 34 36

102400 53.5 610 454 350 250 184 109 76 34 36

102200 53.1 525 424 332 247 203 135 97 34 35

102000 53.8 498 363 267 189 146 93 67 35 37

101800 52.6 868 660 494 327 218 120 83 38 43

101600 53.9 341 248 183 122 95 65 54 38 42

101400 54.2 264 185 124 79 58 37 31 37 40

101200 53.3 702 531 383 245 157 69 39 37 43

101000 53.3 802 609 477 340 249 144 91 36 42

100800 53.5 739 581 451 334 252 159 106 36 40

100600 52.8 874 695 541 396 295 164 99 36 42

100400 54.1 428 314 223 142 100 58 39 36 41

100200 53.3 671 516 386 273 205 131 92 36 42

100000 53 933 670 487 320 226 144 111 37 42

99800 52.6 854 649 477 323 229 134 91 37 42

99600 53.7 523 400 302 210 159 97 66 37 43

99400 53.6 601 440 314 204 153 94 68 37 43

99200 53.2 691 517 387 269 206 130 88 37 42

99000 53.8 528 382 273 184 141 85 61 37 42

98800 53.5 491 391 269 146 118 79 58 36 43

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98600 54.9 275 176 119 83 67 45 33 37 42

98400 54.1 310 219 158 114 93 59 37 37 43

98200 53.9 421 322 248 190 156 96 59 36 43

98000 53.6 266 180 132 90 70 45 32 36 42

97800 53.6 494 325 197 103 77 53 38 37 42

97600 54.1 371 245 152 92 77 63 50 36 42

97400 52.7 782 587 437 300 227 144 100 36 41

97200 53.6 422 301 219 148 121 85 67 36 41

97000 53.1 767 584 432 296 221 132 80 36 40

96800 54.8 207 150 114 81 64 44 32 36 40

96600 54.3 433 267 177 109 85 58 45 36 40

96400 53.4 612 426 299 184 131 73 52 35 40

96200 53.6 537 426 323 208 147 83 55 35 40

96000 53.5 289 201 143 103 85 41 35 35 40

95800 53.5 430 317 238 164 119 73 50 34 38

95600 54 553 403 287 193 145 94 67 33 39

95400 53.1 783 585 452 333 262 174 116 33 38

95200 53.7 560 439 354 266 211 140 96 33 37

95000 53.3 639 468 339 223 167 107 81 32 38

94800 53.2 724 507 377 270 207 129 91 32 38

94600 52.4 894 677 526 369 274 161 109 32 38

94400 53.2 725 553 423 291 212 129 90 32 38

94200 52.6 840 604 434 281 191 101 63 32 36

94000 52.4 765 563 410 262 187 113 79 32 37

93800 53.4 644 479 355 245 186 124 90 31 37

93600 54.1 275 184 121 75 56 39 29 31 36

93400 54.2 198 131 90 63 52 39 32 31 36

93200 54 318 219 152 105 84 62 49 31 36

93000 54.2 217 148 109 74 59 42 34 31 35

92800 53.9 489 343 240 146 107 69 51 31 35

92600 53.8 493 350 243 154 118 81 61 30 35

92400 53.6 617 457 327 212 155 99 74 30 35

92200 54 471 339 225 141 107 71 55 30 35

92000 53.4 447 304 213 139 110 77 59 30 35

91800 53.2 597 436 304 193 138 84 61 30 34

91600 53.3 341 259 197 145 109 74 55 30 34

91400 54.9 167 123 87 62 50 35 25 30 34

91200 54.6 216 153 112 75 60 42 32 30 35

91000 53.3 462 332 222 143 109 74 56 30 33

90800 54.5 274 200 145 99 76 52 39 30 34

90600 53.5 568 405 268 169 126 86 64 30 34

90400 53.6 584 446 330 229 170 100 68 30 33

90200 53.3 531 375 259 173 130 83 59 30 32

90000 53.3 546 424 325 230 172 104 70 29 32

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89800 53.2 542 413 321 228 177 106 70 29 32

89590 54 376 273 194 127 97 62 46 29 32

89400 54.2 905 670 522 402 316 196 129 31 35

89200 55.1 219 156 116 88 67 39 29 32 35

89000 54.6 233 177 133 103 87 59 44 32 34

88800 53.8 644 454 345 252 197 129 90 32 35

88600 54.4 513 388 301 200 143 84 62 32 35

88400 53.9 469 372 294 216 171 111 74 33 35

88200 54.5 401 276 203 141 112 80 61 33 35

88000 53.9 594 442 334 220 153 82 59 33 35

87800 53.8 542 395 283 196 147 92 66 33 36

87600 53.6 518 383 273 177 128 85 65 33 36

87400 54.1 472 359 272 188 147 95 68 32 36

87200 53.1 703 527 393 270 192 110 75 32 36

87000 52.7 641 469 325 209 150 90 65 32 36

86800 53.3 543 396 284 184 128 75 53 32 35

86600 53.9 455 325 222 141 108 72 54 31 35

86400 53.5 750 557 409 277 201 107 66 31 35

86200 52.6 919 721 540 371 263 128 75 31 34

86000 53 626 500 404 302 231 131 80 31 36

85800 53.3 569 395 270 174 125 76 55 32 37

85600 54.2 284 205 149 102 77 45 32 32 37

85400 53.3 589 446 317 209 152 95 77 32 37

85200 54.2 277 99 60 47 42 35 29 32 37

85000 54.1 242 158 115 82 68 49 36 32 35

84800 54.9 231 180 138 106 85 53 35 32 36

84599 54.2 387 255 175 123 101 67 48 32 35

84400 54.7 180 135 100 75 62 44 33 32 35

84200 53.6 653 505 329 210 168 114 80 32 36

84000 54 557 421 313 211 155 96 68 32 35

83800 54.1 268 209 158 120 102 75 60 33 34

83600 53.6 429 343 281 222 166 89 64 33 36

83400 54.1 238 173 128 94 76 51 38 32 35

83200 53.4 508 363 251 156 105 70 55 32 35

83000 53.7 403 314 237 172 138 94 71 32 37

82800 53.8 403 285 202 140 111 74 55 32 37

82600 54 326 238 181 134 108 74 52 33 37

82400 52.8 629 487 362 229 155 103 81 34 38

82200 54.1 428 340 244 165 131 92 72 34 40

82000 54 363 267 183 125 102 73 57 34 39

81800 53.2 681 510 381 275 216 143 103 34 39

81600 54.1 341 257 190 130 100 67 50 33 39

81400 54.3 227 179 131 95 80 58 44 33 40

81200 52.6 834 664 536 405 315 204 132 33 40

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81000 52.7 718 548 423 302 242 136 99 33 39

80800 52.2 884 691 500 331 235 141 96 33 39

80600 53.9 620 441 307 212 162 98 67 33 39

80400 53.9 418 310 201 136 107 78 59 33 37

80200 53.9 561 435 330 236 179 115 81 33 37

80000 53.9 546 437 342 255 202 134 97 32 38

79800 54.5 326 251 198 136 108 69 48 31 38

79600 54.4 303 232 187 147 123 85 61 32 38

79400 53.8 435 334 267 199 161 98 61 32 37

79200 54 298 228 177 134 115 85 63 33 38

79000 54.2 177 151 131 109 92 62 44 32 37

78800 54 243 187 139 101 80 56 43 32 38

78600 54.2 234 194 157 127 111 84 64 32 35

78400 54.3 315 234 175 128 107 80 65 33 38

78200 54.2 292 210 159 122 93 55 41 33 37

78000 53.3 538 376 284 195 155 101 74 33 37

77800 52.4 964 704 508 345 266 164 110 34 40

77600 54.1 449 335 241 88 122 80 57 34 41

77400 53.1 564 417 305 201 143 84 59 34 41

77200 53.6 634 454 324 205 143 84 58 34 42

77000 54.6 363 282 210 153 117 73 53 34 42

76800 55.1 326 255 199 115 92 62 49 34 40

76600 54.9 289 211 157 111 88 61 45 34 42

76400 55.2 280 208 157 121 102 73 55 34 41

76200 54.7 297 207 154 112 93 68 51 35 42

76000 54 535 410 303 204 154 93 65 34 43

75800 53.6 544 409 298 200 148 94 67 34 40

75600 53 629 482 365 255 186 99 65 34 40

75400 53.6 498 344 243 158 112 67 46 34 41

75200 53.4 448 301 197 122 90 61 45 35 39

75000 53.7 365 252 179 123 94 62 45 34 41

74800 53.6 611 449 327 225 171 102 69 35 40

74600 52.6 737 535 369 239 168 94 63 34 40

74400 53.7 402 307 241 187 157 111 81 35 39

74200 53.4 542 422 323 232 177 111 77 35 41

74000 53.5 701 536 409 289 221 133 89 35 41

73800 54.4 451 339 251 173 132 89 65 35 42

73600 53.6 530 392 285 200 155 104 76 35 42

73400 54.5 303 223 176 141 125 35 34 35 40

73200 53.5 451 300 204 128 97 66 48 35 41

73000 53.3 624 459 335 233 170 110 80 34 40

72800 53.2 617 464 356 248 184 106 69 34 39

72600 53.8 536 370 250 153 116 80 60 34 41

72400 54 422 290 194 127 97 70 55 34 39

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72000 54.2 372 267 196 136 108 75 59 34 39

71800 53.8 361 255 176 120 96 64 46 33 38

71600 53.5 705 558 442 312 227 120 73 33 41

71400 53.9 591 431 338 247 189 121 87 34 41

71200 53.5 541 399 303 150 170 115 87 34 40

71000 52.5 926 699 535 364 262 146 94 34 41

70800 54.3 301 211 154 105 77 51 37 34 39

70600 54.6 257 186 143 101 80 54 43 33 40

70400 54.1 402 320 249 186 150 100 74 33 39

70200 53.8 446 361 302 238 197 137 99 33 39

70000 53.1 597 468 374 273 207 124 82 33 38

69800 53.7 445 349 284 212 171 116 87 32 40

69600 54 379 286 207 138 107 72 49 33 39

69400 54.8 205 140 102 67 51 37 31 33 38

69200 54.3 316 235 175 116 83 50 37 33 40

69000 54 484 380 295 212 160 99 70 33 37

68800 54.5 290 201 142 92 73 54 43 32 38

68600 53.9 453 338 258 183 141 84 57 33 38

68400 54.6 319 220 158 104 78 55 43 32 38

68200 54.2 208 152 115 85 68 46 35 33 39

68000 54.2 335 269 216 156 120 73 46 33 39

67800 54.3 373 289 232 176 138 90 63 33 40

67600 52.8 819 656 530 407 325 201 126 33 38

67400 54.5 313 232 180 141 119 86 68 33 37

67200 52.6 1004 822 688 543 440 257 160 33 39

67000 53.8 463 376 316 249 204 138 100 33 39

66750 53.3 565 420 332 250 201 132 96 34 40

66600 54.9 343 251 179 123 99 67 51 34 39

66400 53.9 455 353 285 214 172 117 86 34 40

66200 52.8 999 786 620 450 334 184 115 34 39

66000 53.8 328 248 172 112 90 66 54 34 41

65800 53.2 641 476 350 239 183 116 80 35 40

65600 53.3 620 500 404 295 227 148 103 34 40

65400 53.6 446 354 290 234 204 142 104 34 40

65200 53.5 572 469 385 293 234 158 113 34 38

65000 53.5 612 496 408 318 257 164 111 34 39

64800 52 1073 877 711 534 420 258 168 34 37

64600 53.1 688 523 400 189 203 124 91 34 37

64400 53.8 382 289 216 145 107 74 59 33 38

64200 53.3 653 511 404 295 225 139 96 34 38

64000 53.6 587 457 351 246 183 112 78 34 38

63800 52.7 770 615 493 365 283 170 110 34 37

63600 53.1 779 630 504 369 281 168 110 34 36

63400 54.3 242 171 137 115 106 90 77 33 36

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Annex B: Deflection Data (FWD50KN) for NR-6 [km 317.800 to km 367.500]

Chainage, m

Load, KN D0, µm D1, µm D2, µm D3, µm D4, µm D5, µm D6,

µm Air

Temp, °C

Pave Temp,

°C

367500 54.50 663 520 413 300 225 131 85 34 38

367400 53.90 600 457 362 239 187 106 71 35 38

367200 53.90 668 494 372 241 163 82 54 34 38

367000 53.80 619 444 320 194 124 59 40 35 38

366800 54.00 614 440 311 187 117 51 34 35 38

366600 53.70 714 513 374 235 155 69 41 35 38

366400 53.90 625 460 343 217 143 65 39 35 38

366200 53.50 679 483 350 208 130 57 37 35 38

366000 53.50 656 453 316 183 110 53 42 35 38

365800 53.00 881 646 481 307 204 91 52 38 49

365600 53.10 882 631 463 290 187 86 54 39 49

365400 53.40 762 531 377 228 151 70 43 38 49

365200 53.40 737 494 336 196 126 60 41 38 49

365000 53.20 678 474 336 199 129 54 33 38 49

364800 54.00 517 355 254 161 116 65 43 37 48

364600 53.60 609 423 296 177 110 52 35 37 48

364400 53.40 732 494 336 196 126 60 41 38 49

364200 53.10 937 670 487 296 188 81 46 38 47

364000 53.30 678 471 332 198 127 60 41 38 47

363790 53.60 749 532 381 236 156 79 54 38 48

363600 54.90 280 190 136 104 89 64 47 38 47

363400 53.40 831 545 363 196 116 51 34 38 48

363200 52.90 821 552 373 213 130 61 40 38 47

363000 53.20 714 468 312 164 97 46 35 38 47

362800 53.30 731 490 321 180 109 54 38 38 48

362600 53.10 665 439 289 159 99 50 38 38 49

362400 53.40 653 435 298 182 121 67 46 38 50

362200 54.40 352 297 252 199 156 93 58 38 48

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362000 54.20 412 283 195 140 103 61 39 38 50

361800 54.10 316 246 194 149 121 74 50 38 50

361600 54.00 295 219 169 123 102 60 43 31 48

361400 54.40 321 250 202 162 137 91 62 37 49

361200 54.80 330 247 189 143 112 68 47 36 49

361000 54.50 360 264 199 140 102 46 25 36 48

360800 55.00 229 169 138 114 95 69 49 37 49

360600 54.60 355 263 192 138 102 60 39 37 48

360400 54.30 281 224 181 144 151 78 54 37 48

360200 55.30 289 212 161 122 99 67 47 37 48

360000 54.90 446 315 215 149 115 78 56 38 48

359800 55.00 325 189 128 91 74 52 38 37 47

359600 53.70 522 376 272 187 139 86 62 37 48

359400 54.60 288 216 163 123 101 69 49 37 47

359200 54.60 424 314 247 182 138 84 55 36 46

359000 54.70 246 190 152 126 111 75 54 37 47

358800 54.20 434 318 243 181 140 86 57 38 47

358600 54.30 345 204 134 100 84 59 43 37 46

358400 54.10 408 237 147 98 77 51 36 37 46

358200 54.00 404 224 142 92 76 50 36 37 46

358000 54.30 508 391 297 219 166 98 59 37 46

357800 54.40 348 277 223 176 142 91 59 37 45

357600 54.00 328 247 187 143 113 68 43 37 46

357400 54.30 357 268 204 157 123 76 51 37 45

357200 54.80 311 230 171 131 111 78 57 37 45

357000 52.80 1093 738 508 291 175 74 49 38 42

356800 54.70 317 235 185 148 127 88 62 38 45

356600 53.10 864 616 454 283 186 85 50 36 44

356400 54.50 290 222 170 137 114 79 55 37 45

356200 52.80 1319 903 613 347 198 75 46 37 44

356000 53.90 819 580 416 254 175 81 52 36 43

355800 55.10 361 208 134 103 92 68 52 30 43

355600 54.30 471 341 259 190 150 95 69 37 44

355400 54.30 561 391 280 190 139 85 57 37 42

355200 54.50 277 212 165 126 103 70 48 37 43

355000 54.00 603 434 315 210 155 90 60 37 42

354800 54.90 322 245 193 150 121 79 56 36 42

354600 53.10 895 618 435 253 153 64 44 37 42

354400 54.50 298 189 134 106 88 64 47 36 41

354200 54.70 246 157 116 89 77 57 44 35 41

354000 53.90 423 294 221 163 127 83 55 36 42

353800 54.30 408 293 218 158 126 79 53 29 41

353580 53.00 903 597 444 313 237 140 91 35 41

353400 54.20 400 292 228 167 134 86 60 36 41

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353200 53.90 472 335 254 184 146 88 58 36 41

353000 54.50 406 306 243 186 150 91 58 37 41

352800 54.20 488 347 250 174 134 81 54 36 41

352600 54.30 498 362 266 190 143 82 55 36 40

352400 53.70 677 483 356 237 173 100 69 37 40

352200 53.80 421 292 217 155 120 72 48 36 41

352055 53.50 689 440 318 221 162 89 55 36 41

352000 53.40 801 545 381 228 148 73 47 36 40

351800 53.10 765 538 391 248 165 79 48 36 39

351600 53.40 712 498 360 226 151 73 45 35 39

351400 53.80 551 385 275 167 112 62 46 36 40

351200 53.70 454 319 232 145 99 53 37 36 40

351000 53.40 656 459 316 184 114 49 31 36 39

350800 54.30 595 439 324 203 135 65 42 35 39

350600 53.90 621 444 324 204 131 64 43 35 39

350400 53.60 829 567 402 242 154 69 40 35 39

350386 54.70 611 355 222 138 98 55 36 36 38

350200 54.20 671 484 349 207 133 66 45 35 37

350000 54.10 709 508 369 224 149 74 48 35 37

349800 54.20 521 344 254 173 134 82 53 35 37

349600 54.90 550 416 310 205 142 67 41 35 39

349400 55.20 624 439 320 207 143 74 45 35 38

349200 54.00 837 614 464 306 208 99 58 35 39

349000 53.00 1086 803 623 395 267 115 61 36 38

348800 54.80 567 400 285 179 121 64 43 36 39

348600 54.80 229 149 105 76 63 45 33 36 38

348400 54.70 210 144 107 80 68 48 35 36 39

348200 54.40 266 175 123 89 72 50 36 35 38

348000 54.30 243 160 121 95 81 56 40 36 40

347800 54.50 266 173 124 94 78 54 38 36 40

347600 54.40 251 169 120 87 71 48 33 36 40

347400 54.30 205 139 104 80 68 49 36 37 40

347200 54.40 261 173 122 89 74 52 39 37 40

347000 54.10 307 191 132 94 78 55 41 37 41

346800 54.30 287 201 145 105 87 61 45 38 41

346600 54.10 366 242 166 111 86 53 40 38 41

346400 54.40 427 304 223 159 122 73 47 37 43

346200 54.70 295 202 143 99 80 52 40 37 42

346000 54.50 285 202 148 104 83 60 46 38 42

345800 54.30 299 214 153 110 90 64 48 37 42

345600 54.60 251 159 110 79 68 52 43 37 41

345400 54.40 208 128 93 74 67 53 43 38 42

345200 54.30 266 185 135 104 88 66 51 37 42

345000 54.50 219 155 116 94 83 68 57 38 43

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344800 53.40 354 237 177 134 115 86 67 38 43

344600 54.00 342 232 165 126 111 85 66 38 44

344400 54.20 360 248 178 141 119 90 71 38 44

344200 53.90 423 263 176 130 110 82 63 38 44

344000 54.20 293 212 151 116 97 73 57 38 43

343800 54.00 313 219 155 114 97 70 55 38 43

343600 54.10 265 183 135 107 94 74 58 39 44

343400 54.50 303 220 156 121 105 83 68 39 45

343200 55.10 286 185 133 104 93 73 59 39 46

343000 54.00 325 189 122 85 70 50 40 39 45

342800 53.60 387 263 191 143 117 85 65 39 44

342600 54.50 357 257 187 145 126 98 76 39 45

342400 54.20 231 171 123 90 77 54 40 39 45

342200 54.30 252 178 131 93 84 52 41 38 45

342000 54.60 274 172 117 83 66 46 35 39 46

341800 54.80 287 181 117 79 64 44 33 39 47

341600 54.30 270 172 118 86 72 49 38 39 47

341400 54.40 264 174 121 85 69 49 37 38 47

341200 54.90 232 157 111 80 65 45 34 38 47

341000 54.70 193 132 96 71 61 42 33 39 47

340800 54.80 225 146 104 75 60 43 33 38 47

340600 54.90 198 126 86 62 53 38 30 38 47

340400 54.50 240 155 110 77 62 46 35 38 47

340200 54.70 260 160 113 83 68 51 40 39 47

340000 55.10 201 130 90 66 55 43 34 39 48

339800 55.00 211 147 106 82 70 51 39 39 49

339600 54.90 275 183 126 83 65 46 37 39 48

339400 54.80 236 148 101 77 68 50 39 39 48

339200 54.60 207 146 106 79 67 46 35 39 49

339000 54.00 206 139 104 82 71 51 40 40 49

338800 54.30 254 170 122 91 75 52 39 39 49

338600 54.20 235 152 111 85 72 51 38 40 49

338400 54.30 202 145 111 86 74 52 41 40 49

338200 53.90 195 143 110 86 70 48 36 39 49

338000 54.40 206 152 119 90 77 57 44 40 48

337800 53.40 661 383 230 128 91 60 46 39 50

337600 53.80 491 336 234 143 97 58 43 40 52

337400 53.10 779 549 394 243 164 84 56 40 52

337200 53.20 593 430 312 201 141 77 52 40 50

337000 53.60 457 280 187 107 73 45 39 39 50

336800 53.10 602 416 294 178 121 64 46 39 52

336600 53.80 564 391 279 171 114 62 43 38 50

336575 54.00 664 392 255 164 123 74 50 38 51

336400 53.20 926 651 457 268 166 76 50 38 50

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336200 53.80 642 408 261 121 56 19 18 39 51

336000 53.80 656 456 312 186 123 67 47 38 52

335800 53.70 738 524 376 227 148 78 57 37 52

335600 53.60 627 426 298 183 122 70 52 38 50

335400 54.10 400 273 194 119 77 39 28 38 43

335200 52.60 1122 809 584 356 222 95 55 37 49

335000 53.60 613 449 325 201 128 58 37 38 49

334800 53.50 662 456 318 192 125 64 42 38 48

334600 52.80 657 480 355 224 151 63 35 38 48

334400 52.50 720 510 358 214 138 65 44 38 47

334200 53.80 594 416 292 179 116 61 41 38 50

334000 54.00 469 324 225 140 100 61 44 38 50

333800 54.20 446 310 225 148 109 66 45 37 52

333600 52.20 1144 818 603 389 266 134 80 39 52

333400 53.30 719 506 355 210 131 65 42 38 52

333200 53.50 642 440 308 186 122 63 44 38 52

333000 53.20 703 494 349 207 118 53 33 39 50

332800 53.50 626 432 296 167 83 48 35 38 51

332600 53.50 534 373 257 151 103 50 36 38 51

332400 53.70 507 346 245 154 120 68 51 38 52

332200 53.40 553 378 265 169 129 79 62 38 52

332000 53.60 624 445 320 195 126 54 35 37 51

331800 53.40 536 374 262 155 99 51 37 36 52

331600 53.50 654 441 293 156 85 38 30 36 52

331400 53.30 625 436 305 175 106 52 38 35 53

331200 53.30 621 425 291 165 102 51 38 36 53

331000 53.30 639 439 302 173 107 48 32 35 51

330800 53.70 565 382 255 138 80 34 24 35 51

330600 53.70 571 405 289 179 120 61 40 35 49

330400 53.60 598 432 317 199 127 61 39 35 49

330200 53.90 538 363 251 148 92 47 34 35 49

330000 54.10 367 251 181 117 82 56 45 35 49

329800 53.80 505 350 245 148 95 50 35 36 50

329600 53.60 519 362 260 167 118 70 52 36 50

329400 53.50 595 405 281 173 121 77 61 36 51

329200 53.30 695 479 337 204 138 70 54 37 51

329000 53.60 453 306 209 118 80 45 35 36 51

328800 54.00 564 375 260 160 112 72 58 37 50

328600 53.80 627 410 274 170 124 81 64 38 49

328400 53.80 560 362 233 128 96 47 35 38 49

328190 54.00 489 335 245 167 125 77 54 37 48

328000 53.70 435 302 216 137 109 56 42 38 48

327800 53.10 540 399 301 206 152 92 68 37 48

327600 53.50 519 367 271 179 131 88 67 37 47

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327400 53.60 475 328 235 138 80 45 34 36 46

327200 53.80 547 395 295 189 127 64 45 36 45

327000 53.50 607 422 301 185 121 77 61 36 46

326800 54.20 529 374 275 177 122 70 54 36 46

326600 54.00 533 408 322 242 189 132 97 36 46

326400 54.00 562 440 360 282 235 174 132 36 46

326200 54.00 453 321 233 150 104 63 46 35 46

326000 54.00 436 313 229 148 104 61 46 34 46

325800 53.70 537 398 309 219 169 106 74 35 46

325600 54.20 438 316 232 149 104 61 46 35 43

325400 54.10 471 346 257 173 128 84 62 35 44

325200 54.10 363 260 195 132 99 63 47 35 44

325000 54.10 449 332 254 176 135 85 61 35 36

324800 53.40 612 469 362 253 182 96 57 35 38

324600 54.00 430 318 239 168 133 89 65 34 39

324400 53.80 456 354 277 202 156 97 69 33 44

324200 53.90 421 308 227 152 112 72 53 33 40

324000 53.80 507 368 271 182 139 90 64 33 44

323800 54.70 488 369 286 197 148 93 67 33 36

323600 54.90 429 324 248 170 121 70 49 34 34

323400 54.70 388 296 230 162 121 73 53 34 36

323200 54.40 379 288 221 157 115 72 52 34 35

323000 54.30 375 270 209 146 110 62 34 34 36

322800 54.40 397 295 225 120 117 77 57 34 34

322600 54.20 407 322 262 197 157 106 76 34 35

322400 54.20 459 367 297 223 177 112 77 34 35

322200 54.50 452 338 266 189 145 94 69 34 36

322000 54.30 425 325 262 200 164 120 93 34 36

321800 54.20 469 365 297 227 185 131 99 34 36

321600 54.10 461 363 296 227 185 125 89 34 37

321400 54.60 346 267 210 142 114 73 56 34 34

321200 54.10 483 371 293 211 162 103 73 34 38

321000 54.10 436 346 279 201 153 92 65 35 36

320800 54.20 422 316 243 167 126 81 60 34 36

320600 54.30 424 322 249 174 131 84 63 35 37

320400 54.40 360 254 182 109 68 31 22 35 35

320200 54.40 367 254 182 106 66 32 23 35 38

320000 54.70 300 210 148 89 56 30 22 35 37

319800 54.20 451 332 248 161 110 59 45 35 39

319600 54.40 346 247 186 130 101 70 55 35 39

319400 54.30 385 280 213 144 104 60 44 35 37

319200 54.40 478 363 287 204 158 107 79 35 38

319000 54.00 421 340 283 223 186 129 94 35 38

318800 54.40 474 374 312 243 200 138 97 35 40

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318600 54.30 479 366 288 216 178 127 96 35 42

318400 54.70 345 256 197 139 108 75 57 36 45

318200 54.30 449 342 272 202 163 113 83 36 43

318000 53.90 429 335 261 191 151 100 73 37 41

317800 53.90 463 362 299 233 192 131 93 37 42

Annex C: Cumulative Sum (CUSUM) Analysis of FWD50KN Data for NR-1 [km 159.000 to km 63.400]

Chainage, km D0, μm x̅ xi-x̅ Σ(xi-x̅)

159.00 270.00 602.88 -332.88 -332.88

158.80 602.00

-0.88 -333.76

158.60 518.00 -84.88 -418.64

158.40 387.00 -215.88 -634.52

158.00 412.00 -190.88 -825.40

157.80 442.00 -160.88 -986.28

157.60 502.00 -100.88 -1087.17

157.40 698.00 95.12 -992.05

157.20 765.00 162.12 -829.93

157.00 964.00 361.12 -468.81

156.80 655.00 52.12 -416.69

156.60 463.00 -139.88 -556.57

156.40 551.00 -51.88 -608.45

156.20 426.00 -176.88 -785.33

156.00 504.00 -98.88 -884.21

155.80 403.00 -199.88 -1084.09

155.60 461.00 -141.88 -1225.97

155.40 546.00 -56.88 -1282.85

155.20 432.00 -170.88 -1453.73

155.00 410.00 -192.88 -1646.62

154.80 415.00 -187.88 -1834.50

154.60 382.00 -220.88 -2055.38

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154.40 376.00 -226.88 -2282.26

154.20 389.00 -213.88 -2496.14

154.00 549.00 -53.88 -2550.02

153.80 428.00 -174.88 -2724.90

153.60 395.00 -207.88 -2932.78

153.40 491.00 -111.88 -3044.66

153.20 380.00 -222.88 -3267.54

153.00 417.00 -185.88 -3453.42

152.80 436.00 -166.88 -3620.30

152.60 391.00 -211.88 -3832.18

152.40 398.00 -204.88 -4037.06

152.20 215.00 -387.88 -4424.95

152.00 297.00 -305.88 -4730.83

151.80 380.00 -222.88 -4953.71

151.60 315.00 -287.88 -5241.59

151.40 358.00 -244.88 -5486.47

151.20 527.00 -75.88 -5562.35

151.00 526.00 -76.88 -5639.23

150.80 698.00 95.12 -5544.11

150.60 831.00 228.12 -5315.99

150.40 986.00 383.12 -4932.87

150.20 707.00 104.12 -4828.75

150.00 869.00 266.12 -4562.63

149.80 727.00 124.12 -4438.51

149.60 570.00 -32.88 -4471.40

149.40 600.00 -2.88 -4474.28

149.20 708.00 105.12 -4369.16

149.00 963.00 360.12 -4009.04

148.80 601.00 -1.88 -4010.92

148.60 697.00 94.12 -3916.80

148.40 737.00 134.12 -3782.68

148.20 770.00 167.12 -3615.56

148.00 444.00 -158.88 -3774.44

147.80 902.00 299.12 -3475.32

147.60 806.00 203.12 -3272.20

147.40 1052.00 449.12 -2823.08

147.20 583.00 -19.88 -2842.96

147.00 507.00 -95.88 -2938.85

146.80 813.00 210.12 -2728.73

146.60 880.00 277.12 -2451.61

146.40 1013.00 410.12 -2041.49

146.20 1120.00 517.12 -1524.37

146.00 1072.00 469.12 -1055.25

145.80 731.00 128.12 -927.13

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145.60 804.00 201.12 -726.01

145.40 351.00 -251.88 -977.89

145.20 1315.00 712.12 -265.77

145.00 1654.00 1051.12 785.35

144.80 1254.00 651.12 1436.47

144.60 773.00 170.12 1606.59

144.40 964.00 361.12 1967.71

144.20 450.00 -152.88 1814.82

144.00 1113.00 510.12 2324.94

143.80 930.00 327.12 2652.06

143.60 1025.00 422.12 3074.18

143.40 860.00 257.12 3331.30

143.20 996.00 393.12 3724.42

143.00 487.00 -115.88 3608.54

142.80 1037.00 434.12 4042.66

142.60 1130.00 527.12 4569.78

142.40 826.00 223.12 4792.90

142.20 688.00 85.12 4878.02

142.00 778.00 175.12 5053.14

141.80 800.00 197.12 5250.26

141.60 705.00 102.12 5352.37

141.40 655.00 52.12 5404.49

141.20 795.00 192.12 5596.61

141.00 896.00 293.12 5889.73

140.80 662.00 59.12 5948.85

140.60 861.00 258.12 6206.97

140.40 1073.00 470.12 6677.09

140.20 1211.00 608.12 7285.21

140.00 643.00 40.12 7325.33

139.80 672.00 69.12 7394.45

139.60 660.00 57.12 7451.57

139.40 655.00 52.12 7503.69

139.20 710.00 107.12 7610.81

139.00 687.00 84.12 7694.92

138.80 549.00 -53.88 7641.04

138.60 599.00 -3.88 7637.16

138.40 173.00 -429.88 7207.28

138.20 554.00 -48.88 7158.40

138.00 783.00 180.12 7338.52

138.00 626.00 23.12 7361.64

137.80 618.00 15.12 7376.76

137.60 902.00 299.12 7675.88

137.40 560.00 -42.88 7633.00

137.20 918.00 315.12 7948.12

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137.00 874.00 271.12 8219.24

136.80 1043.00 440.12 8659.36

136.60 706.00 103.12 8762.47

136.40 689.00 86.12 8848.59

136.20 517.00 -85.88 8762.71

136.00 284.00 -318.88 8443.83

135.70 672.00 69.12 8512.95

135.59 359.00 -243.88 8269.07

135.40 385.00 -217.88 8051.19

135.20 684.00 81.12 8132.31

135.00 1022.00 419.12 8551.43

134.80 1007.00 404.12 8955.55

134.60 994.00 391.12 9346.67

134.40 760.00 157.12 9503.79

134.20 502.00 -100.88 9402.91

134.00 812.00 209.12 9612.03

133.80 346.00 -256.88 9355.14

133.60 281.00 -321.88 9033.26

133.40 621.00 18.12 9051.38

133.20 504.00 -98.88 8952.50

133.00 424.00 -178.88 8773.62

132.80 513.00 -89.88 8683.74

132.60 619.00 16.12 8699.86

132.40 753.00 150.12 8849.98

132.20 843.00 240.12 9090.10

132.00 713.00 110.12 9200.22

131.80 683.00 80.12 9280.34

131.60 777.00 174.12 9454.46

131.40 726.00 123.12 9577.58

131.20 680.00 77.12 9654.69

131.00 509.00 -93.88 9560.81

130.80 579.00 -23.88 9536.93

130.60 719.00 116.12 9653.05

130.40 368.00 -234.88 9418.17

130.20 721.00 118.12 9536.29

130.00 503.00 -99.88 9436.41

129.80 561.00 -41.88 9394.53

129.60 846.00 243.12 9637.65

129.40 756.00 153.12 9790.77

129.20 418.00 -184.88 9605.89

129.00 642.00 39.12 9645.01

128.80 330.00 -272.88 9372.13

128.60 488.00 -114.88 9257.24

128.40 443.00 -159.88 9097.36

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128.20 400.00 -202.88 8894.48

128.00 539.00 -63.88 8830.60

127.80 436.00 -166.88 8663.72

127.60 570.00 -32.88 8630.84

127.40 686.00 83.12 8713.96

127.20 616.00 13.12 8727.08

127.00 660.00 57.12 8784.20

126.80 561.00 -41.88 8742.32

126.60 498.00 -104.88 8637.44

126.40 928.00 325.12 8962.56

126.20 769.00 166.12 9128.68

126.00 903.00 300.12 9428.79

125.80 677.00 74.12 9502.91

125.60 320.00 -282.88 9220.03

125.40 1019.00 416.12 9636.15

125.20 629.00 26.12 9662.27

125.00 549.00 -53.88 9608.39

124.80 720.00 117.12 9725.51

124.60 1000.00 397.12 10122.63

124.40 843.00 240.12 10362.75

124.20 814.00 211.12 10573.87

124.00 675.00 72.12 10645.99

123.80 772.00 169.12 10815.11

123.60 659.00 56.12 10871.23

123.40 703.00 100.12 10971.35

123.20 675.00 72.12 11043.46

123.00 621.00 18.12 11061.58

122.80 697.00 94.12 11155.70

122.60 590.00 -12.88 11142.82

122.40 685.00 82.12 11224.94

122.20 727.00 124.12 11349.06

122.00 685.00 82.12 11431.18

121.80 799.00 196.12 11627.30

121.60 594.00 -8.88 11618.42

121.40 689.00 86.12 11704.54

121.20 629.00 26.12 11730.66

121.00 816.00 213.12 11943.78

120.80 687.00 84.12 12027.90

120.60 547.00 -55.88 11972.01

120.40 702.00 99.12 12071.13

120.20 627.00 24.12 12095.25

120.00 503.00 -99.88 11995.37

119.80 530.00 -72.88 11922.49

119.60 500.00 -102.88 11819.61

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119.40 603.00 0.12 11819.73

119.20 780.00 177.12 11996.85

119.00 606.00 3.12 11999.97

118.80 670.00 67.12 12067.09

118.60 832.00 229.12 12296.21

118.40 954.00 351.12 12647.33

118.20 661.00 58.12 12705.45

118.00 390.00 -212.88 12492.56

117.80 671.00 68.12 12560.68

117.60 620.00 17.12 12577.80

117.40 582.00 -20.88 12556.92

117.20 486.00 -116.88 12440.04

117.00 520.00 -82.88 12357.16

116.80 648.00 45.12 12402.28

116.60 505.00 -97.88 12304.40

116.40 568.00 -34.88 12269.52

116.20 426.00 -176.88 12092.64

116.00 663.00 60.12 12152.76

115.80 617.00 14.12 12166.88

115.60 648.00 45.12 12212.00

115.40 599.00 -3.88 12208.12

115.20 698.00 95.12 12303.23

115.00 766.00 163.12 12466.35

114.80 632.00 29.12 12495.47

114.60 688.00 85.12 12580.59

114.40 563.00 -39.88 12540.71

114.20 676.00 73.12 12613.83

114.00 714.00 111.12 12724.95

113.80 659.00 56.12 12781.07

113.60 742.00 139.12 12920.19

113.40 704.00 101.12 13021.31

113.20 926.00 323.12 13344.43

113.00 926.00 323.12 13667.55

112.80 517.00 -85.88 13581.67

112.60 904.00 301.12 13882.78

112.40 947.00 344.12 14226.90

112.20 652.00 49.12 14276.02

112.00 751.00 148.12 14424.14

111.80 742.00 139.12 14563.26

111.60 898.00 295.12 14858.38

111.40 760.00 157.12 15015.50

111.20 706.00 103.12 15118.62

111.00 750.00 147.12 15265.74

110.80 687.00 84.12 15349.86

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110.60 540.00 -62.88 15286.98

110.40 934.00 331.12 15618.10

110.20 693.00 90.12 15708.22

110.00 787.00 184.12 15892.33

109.80 537.00 -65.88 15826.45

109.60 900.00 297.12 16123.57

109.40 673.00 70.12 16193.69

109.20 647.00 44.12 16237.81

109.00 698.00 95.12 16332.93

108.80 740.00 137.12 16470.05

108.60 705.00 102.12 16572.17

108.40 681.00 78.12 16650.29

108.20 747.00 144.12 16794.41

108.00 656.00 53.12 16847.53

107.80 536.00 -66.88 16780.65

107.60 576.00 -26.88 16753.77

107.40 547.00 -55.88 16697.88

107.20 510.00 -92.88 16605.00

107.00 610.00 7.12 16612.12

106.80 507.00 -95.88 16516.24

106.60 538.00 -64.88 16451.36

106.40 504.00 -98.88 16352.48

106.20 398.00 -204.88 16147.60

106.00 474.00 -128.88 16018.72

105.80 703.00 100.12 16118.84

105.60 586.00 -16.88 16101.96

105.40 735.00 132.12 16234.08

105.20 867.00 264.12 16498.20

105.00 550.00 -52.88 16445.32

104.80 854.00 251.12 16696.44

104.60 772.00 169.12 16865.55

104.40 981.00 378.12 17243.67

104.20 719.00 116.12 17359.79

104.00 920.00 317.12 17676.91

103.80 868.00 265.12 17942.03

103.60 926.00 323.12 18265.15

103.40 698.00 95.12 18360.27

103.20 908.00 305.12 18665.39

103.00 1455.00 852.12 19517.51

102.80 403.00 -199.88 19317.63

102.60 558.00 -44.88 19272.75

102.40 610.00 7.12 19279.87

102.20 525.00 -77.88 19201.99

102.00 498.00 -104.88 19097.10

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101.80 868.00 265.12 19362.22

101.60 341.00 -261.88 19100.34

101.40 264.00 -338.88 18761.46

101.20 702.00 99.12 18860.58

101.00 802.00 199.12 19059.70

100.80 739.00 136.12 19195.82

100.60 874.00 271.12 19466.94

100.40 428.00 -174.88 19292.06

100.20 671.00 68.12 19360.18

100.00 933.00 330.12 19690.30

99.80 854.00 251.12 19941.42

99.60 523.00 -79.88 19861.54

99.40 601.00 -1.88 19859.65

99.20 691.00 88.12 19947.77

99.00 528.00 -74.88 19872.89

98.80 491.00 -111.88 19761.01

98.60 275.00 -327.88 19433.13

98.40 310.00 -292.88 19140.25

98.20 421.00 -181.88 18958.37

98.00 266.00 -336.88 18621.49

97.80 494.00 -108.88 18512.61

97.60 371.00 -231.88 18280.73

97.40 782.00 179.12 18459.85

97.20 422.00 -180.88 18278.97

97.00 767.00 164.12 18443.09

96.80 207.00 -395.88 18047.21

96.60 433.00 -169.88 17877.32

96.40 612.00 9.12 17886.44

96.20 537.00 -65.88 17820.56

96.00 289.00 -313.88 17506.68

95.80 430.00 -172.88 17333.80

95.60 553.00 -49.88 17283.92

95.40 783.00 180.12 17464.04

95.20 560.00 -42.88 17421.16

95.00 639.00 36.12 17457.28

94.80 724.00 121.12 17578.40

94.60 894.00 291.12 17869.52

94.40 725.00 122.12 17991.64

94.20 840.00 237.12 18228.76

94.00 765.00 162.12 18390.87

93.80 644.00 41.12 18431.99

93.60 275.00 -327.88 18104.11

93.40 198.00 -404.88 17699.23

93.20 318.00 -284.88 17414.35

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93.00 217.00 -385.88 17028.47

92.80 489.00 -113.88 16914.59

92.60 493.00 -109.88 16804.71

92.40 617.00 14.12 16818.83

92.20 471.00 -131.88 16686.95

92.00 447.00 -155.88 16531.07

91.80 597.00 -5.88 16525.19

91.60 341.00 -261.88 16263.31

91.40 167.00 -435.88 15827.42

91.20 216.00 -386.88 15440.54

91.00 462.00 -140.88 15299.66

90.80 274.00 -328.88 14970.78

90.60 568.00 -34.88 14935.90

90.40 584.00 -18.88 14917.02

90.20 531.00 -71.88 14845.14

90.00 546.00 -56.88 14788.26

89.80 542.00 -60.88 14727.38

89.59 376.00 -226.88 14500.50

89.40 905.00 302.12 14802.62

89.20 219.00 -383.88 14418.74

89.00 233.00 -369.88 14048.86

88.80 644.00 41.12 14089.97

88.60 513.00 -89.88 14000.09

88.40 469.00 -133.88 13866.21

88.20 401.00 -201.88 13664.33

88.00 594.00 -8.88 13655.45

87.80 542.00 -60.88 13594.57

87.60 518.00 -84.88 13509.69

87.40 472.00 -130.88 13378.81

87.20 703.00 100.12 13478.93

87.00 641.00 38.12 13517.05

86.80 543.00 -59.88 13457.17

86.60 455.00 -147.88 13309.29

86.40 750.00 147.12 13456.41

86.20 919.00 316.12 13772.53

86.00 626.00 23.12 13795.64

85.80 569.00 -33.88 13761.76

85.60 284.00 -318.88 13442.88

85.40 589.00 -13.88 13429.00

85.20 277.00 -325.88 13103.12

85.00 242.00 -360.88 12742.24

84.80 231.00 -371.88 12370.36

84.60 387.00 -215.88 12154.48

84.40 180.00 -422.88 11731.60

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84.20 653.00 50.12 11781.72

84.00 557.00 -45.88 11735.84

83.80 268.00 -334.88 11400.96

83.60 429.00 -173.88 11227.08

83.40 238.00 -364.88 10862.19

83.20 508.00 -94.88 10767.31

83.00 403.00 -199.88 10567.43

82.80 403.00 -199.88 10367.55

82.60 326.00 -276.88 10090.67

82.40 629.00 26.12 10116.79

82.20 428.00 -174.88 9941.91

82.00 363.00 -239.88 9702.03

81.80 681.00 78.12 9780.15

81.60 341.00 -261.88 9518.27

81.40 227.00 -375.88 9142.39

81.20 834.00 231.12 9373.51

81.00 718.00 115.12 9488.63

80.80 884.00 281.12 9769.74

80.60 620.00 17.12 9786.86

80.40 418.00 -184.88 9601.98

80.20 561.00 -41.88 9560.10

80.00 546.00 -56.88 9503.22

79.80 326.00 -276.88 9226.34

79.60 303.00 -299.88 8926.46

79.40 435.00 -167.88 8758.58

79.20 298.00 -304.88 8453.70

79.00 177.00 -425.88 8027.82

78.80 243.00 -359.88 7667.94

78.60 234.00 -368.88 7299.06

78.40 315.00 -287.88 7011.18

78.20 292.00 -310.88 6700.29

78.00 538.00 -64.88 6635.41

77.80 964.00 361.12 6996.53

77.60 449.00 -153.88 6842.65

77.40 564.00 -38.88 6803.77

77.20 634.00 31.12 6834.89

77.00 363.00 -239.88 6595.01

76.80 326.00 -276.88 6318.13

76.60 289.00 -313.88 6004.25

76.40 280.00 -322.88 5681.37

76.20 297.00 -305.88 5375.49

76.00 535.00 -67.88 5307.61

75.80 544.00 -58.88 5248.73

75.60 629.00 26.12 5274.85

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75.40 498.00 -104.88 5169.96

75.20 448.00 -154.88 5015.08

75.00 365.00 -237.88 4777.20

74.80 611.00 8.12 4785.32

74.60 737.00 134.12 4919.44

74.40 402.00 -200.88 4718.56

74.20 542.00 -60.88 4657.68

74.00 701.00 98.12 4755.80

73.80 451.00 -151.88 4603.92

73.60 530.00 -72.88 4531.04

73.40 303.00 -299.88 4231.16

73.20 451.00 -151.88 4079.28

73.00 624.00 21.12 4100.40

72.80 617.00 14.12 4114.51

72.60 536.00 -66.88 4047.63

72.40 422.00 -180.88 3866.75

72.00 372.00 -230.88 3635.87

71.80 361.00 -241.88 3393.99

71.60 705.00 102.12 3496.11

71.40 591.00 -11.88 3484.23

71.20 541.00 -61.88 3422.35

71.00 926.00 323.12 3745.47

70.80 301.00 -301.88 3443.59

70.60 257.00 -345.88 3097.71

70.40 402.00 -200.88 2896.83

70.20 446.00 -156.88 2739.95

70.00 597.00 -5.88 2734.06

69.80 445.00 -157.88 2576.18

69.60 379.00 -223.88 2352.30

69.40 205.00 -397.88 1954.42

69.20 316.00 -286.88 1667.54

69.00 484.00 -118.88 1548.66

68.80 290.00 -312.88 1235.78

68.60 453.00 -149.88 1085.90

68.40 319.00 -283.88 802.02

68.20 208.00 -394.88 407.14

68.00 335.00 -267.88 139.26

67.80 373.00 -229.88 -90.62

67.60 819.00 216.12 125.50

67.40 313.00 -289.88 -164.38

67.20 1004.00 401.12 236.73

67.00 463.00 -139.88 96.85

66.75 565.00 -37.88 58.97

66.60 343.00 -259.88 -200.91

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66.40 455.00 -147.88 -348.79

66.20 999.00 396.12 47.33

66.00 328.00 -274.88 -227.55

65.80 641.00 38.12 -189.43

65.60 620.00 17.12 -172.31

65.40 446.00 -156.88 -329.19

65.20 572.00 -30.88 -360.07

65.00 612.00 9.12 -350.95

64.80 1073.00 470.12 119.17

64.60 688.00 85.12 204.28

64.40 382.00 -220.88 -16.60

64.20 653.00 50.12 33.52

64.00 587.00 -15.88 17.64

63.80 770.00 167.12 184.76

63.60 779.00 176.12 360.88

63.40 242.00 -360.88 0.00

Annex D: Cumulative Sum (CUSUM) Analysis of FWD50KN Data for NR-6 [km367.500 to km 317.800]

Chainage, Km D0, μm x̅ xi-x̅ Σ(xi-x̅)

367.50 663.00 487.26 175.74 175.74

367.40 600.00

112.74 288.49

367.20 668.00 180.74 469.23

367.00 619.00 131.74 600.97

366.80 614.00 126.74 727.72

366.60 714.00 226.74 954.46

366.40 625.00 137.74 1092.20

366.20 679.00 191.74 1283.94

366.00 656.00 168.74 1452.69

365.80 881.00 393.74 1846.43

365.60 882.00 394.74 2241.17

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365.40 762.00 274.74 2515.92

365.20 737.00 249.74 2765.66

365.00 678.00 190.74 2956.40

364.80 517.00 29.74 2986.15

364.60 609.00 121.74 3107.89

364.40 732.00 244.74 3352.63

364.20 937.00 449.74 3802.38

364.00 678.00 190.74 3993.12

363.79 749.00 261.74 4254.86

363.60 280.00 -207.26 4047.60

363.40 831.00 343.74 4391.35

363.20 821.00 333.74 4725.09

363.00 714.00 226.74 4951.83

362.80 731.00 243.74 5195.58

362.60 665.00 177.74 5373.32

362.40 653.00 165.74 5539.06

362.20 352.00 -135.26 5403.81

362.00 412.00 -75.26 5328.55

361.80 316.00 -171.26 5157.29

361.60 295.00 -192.26 4965.04

361.40 321.00 -166.26 4798.78

361.20 330.00 -157.26 4641.52

361.00 360.00 -127.26 4514.26

360.80 229.00 -258.26 4256.01

360.60 355.00 -132.26 4123.75

360.40 281.00 -206.26 3917.49

360.20 289.00 -198.26 3719.24

360.00 446.00 -41.26 3677.98

359.80 325.00 -162.26 3515.72

359.60 522.00 34.74 3550.47

359.40 288.00 -199.26 3351.21

359.20 424.00 -63.26 3287.95

359.00 246.00 -241.26 3046.70

358.80 434.00 -53.26 2993.44

358.60 345.00 -142.26 2851.18

358.40 408.00 -79.26 2771.92

358.20 404.00 -83.26 2688.67

358.00 508.00 20.74 2709.41

357.80 348.00 -139.26 2570.15

357.60 328.00 -159.26 2410.90

357.40 357.00 -130.26 2280.64

357.20 311.00 -176.26 2104.38

357.00 1093.00 605.74 2710.13

356.80 317.00 -170.26 2539.87

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356.60 864.00 376.74 2916.61

356.40 290.00 -197.26 2719.36

356.20 1319.00 831.74 3551.10

356.00 819.00 331.74 3882.84

355.80 361.00 -126.26 3756.58

355.60 471.00 -16.26 3740.33

355.40 561.00 73.74 3814.07

355.20 277.00 -210.26 3603.81

355.00 603.00 115.74 3719.56

354.80 322.00 -165.26 3554.30

354.60 895.00 407.74 3962.04

354.40 298.00 -189.26 3772.79

354.20 246.00 -241.26 3531.53

354.00 423.00 -64.26 3467.27

353.80 408.00 -79.26 3388.02

353.58 903.00 415.74 3803.76

353.40 400.00 -87.26 3716.50

353.20 472.00 -15.26 3701.25

353.00 406.00 -81.26 3619.99

352.80 488.00 0.74 3620.73

352.60 498.00 10.74 3631.47

352.40 677.00 189.74 3821.22

352.20 421.00 -66.26 3754.96

352.06 689.00 201.74 3956.70

352.00 801.00 313.74 4270.45

351.80 765.00 277.74 4548.19

351.60 712.00 224.74 4772.93

351.40 551.00 63.74 4836.68

351.20 454.00 -33.26 4803.42

351.00 656.00 168.74 4972.16

350.80 595.00 107.74 5079.91

350.60 621.00 133.74 5213.65

350.40 829.00 341.74 5555.39

350.39 611.00 123.74 5679.13

350.20 671.00 183.74 5862.88

350.00 709.00 221.74 6084.62

349.80 521.00 33.74 6118.36

349.60 550.00 62.74 6181.11

349.40 624.00 136.74 6317.85

349.20 837.00 349.74 6667.59

349.00 1086.00 598.74 7266.34

348.80 567.00 79.74 7346.08

348.60 229.00 -258.26 7087.82

348.40 210.00 -277.26 6810.57

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348.20 266.00 -221.26 6589.31

348.00 243.00 -244.26 6345.05

347.80 266.00 -221.26 6123.79

347.60 251.00 -236.26 5887.54

347.40 205.00 -282.26 5605.28

347.20 261.00 -226.26 5379.02

347.00 307.00 -180.26 5198.77

346.80 287.00 -200.26 4998.51

346.60 366.00 -121.26 4877.25

346.40 427.00 -60.26 4817.00

346.20 295.00 -192.26 4624.74

346.00 285.00 -202.26 4422.48

345.80 299.00 -188.26 4234.23

345.60 251.00 -236.26 3997.97

345.40 208.00 -279.26 3718.71

345.20 266.00 -221.26 3497.45

345.00 219.00 -268.26 3229.20

344.80 354.00 -133.26 3095.94

344.60 342.00 -145.26 2950.68

344.40 360.00 -127.26 2823.43

344.20 423.00 -64.26 2759.17

344.00 293.00 -194.26 2564.91

343.80 313.00 -174.26 2390.66

343.60 265.00 -222.26 2168.40

343.40 303.00 -184.26 1984.14

343.20 286.00 -201.26 1782.89

343.00 325.00 -162.26 1620.63

342.80 387.00 -100.26 1520.37

342.60 357.00 -130.26 1390.11

342.40 231.00 -256.26 1133.86

342.20 252.00 -235.26 898.60

342.00 274.00 -213.26 685.34

341.80 287.00 -200.26 485.09

341.60 270.00 -217.26 267.83

341.40 264.00 -223.26 44.57

341.20 232.00 -255.26 -210.68

341.00 193.00 -294.26 -504.94

340.80 225.00 -262.26 -767.20

340.60 198.00 -289.26 -1056.45

340.40 240.00 -247.26 -1303.71

340.20 260.00 -227.26 -1530.97

340.00 201.00 -286.26 -1817.23

339.80 211.00 -276.26 -2093.48

339.60 275.00 -212.26 -2305.74

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339.40 236.00 -251.26 -2557.00

339.20 207.00 -280.26 -2837.25

339.00 206.00 -281.26 -3118.51

338.80 254.00 -233.26 -3351.77

338.60 235.00 -252.26 -3604.02

338.40 202.00 -285.26 -3889.28

338.20 195.00 -292.26 -4181.54

338.00 206.00 -281.26 -4462.79

337.80 661.00 173.74 -4289.05

337.60 491.00 3.74 -4285.31

337.40 779.00 291.74 -3993.57

337.20 593.00 105.74 -3887.82

337.00 457.00 -30.26 -3918.08

336.80 602.00 114.74 -3803.34

336.60 564.00 76.74 -3726.59

336.58 664.00 176.74 -3549.85

336.40 926.00 438.74 -3111.11

336.20 642.00 154.74 -2956.36

336.00 656.00 168.74 -2787.62

335.80 738.00 250.74 -2536.88

335.60 627.00 139.74 -2397.13

335.40 400.00 -87.26 -2484.39

335.20 1122.00 634.74 -1849.65

335.00 613.00 125.74 -1723.91

334.80 662.00 174.74 -1549.16

334.60 657.00 169.74 -1379.42

334.40 720.00 232.74 -1146.68

334.20 594.00 106.74 -1039.93

334.00 469.00 -18.26 -1058.19

333.80 446.00 -41.26 -1099.45

333.60 1144.00 656.74 -442.70

333.40 719.00 231.74 -210.96

333.20 642.00 154.74 -56.22

333.00 703.00 215.74 159.53

332.80 626.00 138.74 298.27

332.60 534.00 46.74 345.01

332.40 507.00 19.74 364.75

332.20 553.00 65.74 430.50

332.00 624.00 136.74 567.24

331.80 536.00 48.74 615.98

331.60 654.00 166.74 782.73

331.40 625.00 137.74 920.47

331.20 621.00 133.74 1054.21

331.00 639.00 151.74 1205.96

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330.80 565.00 77.74 1283.70

330.60 571.00 83.74 1367.44

330.40 598.00 110.74 1478.19

330.20 538.00 50.74 1528.93

330.00 367.00 -120.26 1408.67

329.80 505.00 17.74 1426.42

329.60 519.00 31.74 1458.16

329.40 595.00 107.74 1565.90

329.20 695.00 207.74 1773.64

329.00 453.00 -34.26 1739.39

328.80 564.00 76.74 1816.13

328.60 627.00 139.74 1955.87

328.40 560.00 72.74 2028.62

328.19 489.00 1.74 2030.36

328.00 435.00 -52.26 1978.10

327.80 540.00 52.74 2030.85

327.60 519.00 31.74 2062.59

327.40 475.00 -12.26 2050.33

327.20 547.00 59.74 2110.08

327.00 607.00 119.74 2229.82

326.80 529.00 41.74 2271.56

326.60 533.00 45.74 2317.30

326.40 562.00 74.74 2392.05

326.20 453.00 -34.26 2357.79

326.00 436.00 -51.26 2306.53

325.80 537.00 49.74 2356.28

325.60 438.00 -49.26 2307.02

325.40 471.00 -16.26 2290.76

325.20 363.00 -124.26 2166.51

325.00 449.00 -38.26 2128.25

324.80 612.00 124.74 2252.99

324.60 430.00 -57.26 2195.74

324.40 456.00 -31.26 2164.48

324.20 421.00 -66.26 2098.22

324.00 507.00 19.74 2117.96

323.80 488.00 0.74 2118.71

323.60 429.00 -58.26 2060.45

323.40 388.00 -99.26 1961.19

323.20 379.00 -108.26 1852.94

323.00 375.00 -112.26 1740.68

322.80 397.00 -90.26 1650.42

322.60 407.00 -80.26 1570.17

322.40 459.00 -28.26 1541.91

322.20 452.00 -35.26 1506.65

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322.00 425.00 -62.26 1444.40

321.80 469.00 -18.26 1426.14

321.60 461.00 -26.26 1399.88

321.40 346.00 -141.26 1258.62

321.20 483.00 -4.26 1254.37

321.00 436.00 -51.26 1203.11

320.80 422.00 -65.26 1137.85

320.60 424.00 -63.26 1074.60

320.40 360.00 -127.26 947.34

320.20 367.00 -120.26 827.08

320.00 300.00 -187.26 639.83

319.80 451.00 -36.26 603.57

319.60 346.00 -141.26 462.31

319.40 385.00 -102.26 360.06

319.20 478.00 -9.26 350.80

319.00 421.00 -66.26 284.54

318.80 474.00 -13.26 271.28

318.60 479.00 -8.26 263.03

318.40 345.00 -142.26 120.77

318.20 449.00 -38.26 82.51

318.00 429.00 -58.26 24.26

317.80 463.00 -24.26 0.00

Page 131: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

 

 

 

 

 

 

 

 

 

 

 

 

 

Annex F   LABORATORY TEST RESULTS 

 

Page 132: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Field and Laboratory Test Results for NR-1 Embankment Material The road was rehabilitated during 1999-2002 based on design prepared by the consultants Scott Wilson. During rehabilitation flood prone areas were identified and embankments and bridges in such areas were raised above Maximum Flood level. Generally the embankment height varies from 0.5m to 3m except at approaches to bridges where the height is up to 5 m. In urban areas there is negligible height of embankment due to adjacent private property fills. During local enquiry it is gathered that after rehabilitation in 1999-2002, no flooding is noted on the carriage way. The embankment is made of locally available silty sand. No record of pavement crust thickness of different layers is available. So the consultants depended on the actual measurements in the test pits. Subgrade As per the “Good for Construction” drawing prepared by Scott Wilson, the pavement was designed for a minimum sub grade CBR of 10.For achieving this borrow material was used. The thickness of subgrade varied from 100mm to 320 mm .The CBR arrived at by DCP test is more than 30. The soil classification and % compaction (90%) complies with AASHTO. The minimum thickness as per AASHTO is 250mm.Hence subgrade is not having consistent thickness above the absolute minimum. In such locations the pressure on the embankment will be higher which can result in excessive deformation of the upper layers. Sub base The thickness varies from 110 to 348 mm. Normally the minimum thickness is 200mm.Four out of five test shows sub base less than 200mm thick. The range of 4 day soaked laboratory CBR varies from 28 to 39 which on an average is more than 30.The degree of compaction at site varied from 92 to 104. Gravel fraction is less than 20% though Abrasion results were within limits. The lower % of coarse particles may be attributed to use of stabilized sand as sub base which loses its strength considerably when soaked in water. Base course The thickness varies from 100 to 250 mm. normally the minimum thickness is 150mm for This heavily trafficked road. Four out of five test shows base course more than 150 mm thick. The range of 4 day soaked laboratory CBR varies from 37 to 121.The minimum requirement is 95.Except for Test Pit No.5.all others locations have crushed aggregate as base and the CBR is well above 95.In test pit No.5 sand cement mixture is used which under the influence of water loses its adhesion and strength considerably. During DPR phase, the change where sand cement base course is used shall be identified and if necessary the pavement shall be strengthened by adding bituminous base course in addition to the newly proposed wearing course. The degree of compaction achieved at site above the minimum requirement of 95%. Gravel fraction is between 30 and 50% and Abrasion results were within limits. However gradation is generally poor.

Page 133: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

Test Pit Locations 1. 65+000 RHS (50 mm AC surface)

No Description Base Sub-base Sub-grade Embankment

Ref.

AASHTO/

Design

Pass/Fail

1 Layer thickness (mm) 250 125 320 Passed

2 Classification (AASHTO) A1-2 A2-4 A2-4 A4 passed

3 LA <40 <40 NA NA passed

Gradation based on sieve

analysis poor poor poor

4 % of Gravel: Sand: Silt +

Clay

54.8:31.1:1

4.1

16.4:58.4:2

5.3 1.4:80:18.6 0.6:13.2:86.2

5 % compaction in field 94 92 93 87.8 poor

6 Min. compaction reqd. as

per AASHTO 95 95 95 90

7 Lab CBR@ 95% of MDD 101 28 Sub-base

failed

8 In-situ CBR based on

DCP 68 5

2. 85+000 LHS (DBST surface)

No Description Base Sub-base Sub-grade Embankment

Ref.

AASHTO/

Design

Pass/Fail

1 Layer thickness (mm) 190 348 217

2 Classification (AASHTO) A1-2 A2-4 A2-4 A4

3 LA <40 <40 NA NA

Gradation based on sieve

analysis fair fair

4 % of Gravel : Sand :silt +

clay

41.5:47.9:1

0.6

50.1:35.8:1

4.1

7.2:66.4:26.

4 3.5:25.1:71.4

5 % compaction in field 99 102 107 97

6 Min. compaction reqd. as

per AASHTO 95 95 95 90

7 Lab CBR@ 95% of MDD 121 36

8 In-situ CBR based on

DCP 67 24

3. 107+032 RHS (20 mm DBST surface)

No Description Base Sub-base Sub-grade Embankment

Ref.to

AASHTO/

Design

Pass/Fail

1 Layer thickness (mm) 180 160 100

2 Classification (AASHTO) A1-2 A2-4 A2-4 A4

3 LA <40 <40

Gradation based on sieve

analysis fair fair

4 % of Gravel : Sand: silt +

clay

46.1:43.4:1

0.6

17.7:51.9:3

0.5

1.1:68.3:30.

6 0.8:71.3:27.9

5 % compaction in field 96.8 94.6 89.3 98.4

6 Min. compaction reqd. as

per AASHTO 95 95 95 90

7 Lab CBR@ 95% of MDD 95 34

8 In-situ CBR based on

DCP 66 17

Page 134: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering

4. 129+500 RHS (20 mm DBST surface)

No Description Base Sub-base Sub-grade Embankment

Ref.to

AASHTO/

Design

Pass/Fail

1 Layer thickness (mm) 160 110 180

2 Classification (AASHTO) A1-2 A2-4 A2-4 A2-4

3 LA <40 <40

Gradation based on sieve

analysis fair fair

4 % of Gravel : Sand :silt +

clay

39.5:49.5:1

1

18:56.2:25.

8

1.4:67.1:31.

5 3.8:27.7:68.6

5 % compaction in field 99.6 104.6 96.6 98.2

6 Min. compaction reqd. as

per AASHTO 95 95 95 90

7 Lab CBR@ 95% of MDD 111 39

8 In-situ CBR based on

DCP 167 18

Min 4.5 for

subgrade

5. 159+019 RHS (20 mm DBST surface)

No Description Base Sub-base Sub-grade Embankment

Ref.to

AASHTO/

Design

Pass/Fail

1 Layer thickness (mm) 100 130 245

2 Classification

(AASHTO) A2-4 A2-4 A2-4 A2-4

3 LA <40 <40

Gradation based on sieve

analysis poor poor

4 % of Gravel : Sand: silt +

clay

51.2:47.8:1

.1 60.9:33:6.2

5.6:68.5:25.

9 2.7:36.2:61.1

5 % compaction in field 101.4 99.2 99.6 97.6

6 Min. compaction reqd. as

per AASHTO 95 95 95 90

7 Lab CBR@ 95% of

MDD 37 32

8 In-situ CBR based on

DCP 34 19

Min.4.5 for

sub grade

Page 135: Technical Assistance Consultant’s Report - Annexes British Standard CBR California Bearing Ratio CDO Central Design Office DBST Double Bituminous Surface Treatment DED Detailed Engineering