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Annexes Cambodia: Second Road Asset Management Project

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Annexes Cambodia: Second Road Asset Management Project Technical Assistance Consultant’s Report - Annexes 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 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. ADB TA 8784-CAM SECOND ROAD ASSET MANAGEMENT PROJECT (RAMP-2) ADDITIONAL FEASIBILITY STUDY, FS-2 Funded by: Executing Agency: The Asian Development Bank Ministry of Public Works and Transport FINAL REPORT VOLUME 2 - ANNEXES March 2017 Final Report - March 2017 ADB TA 8784-CAM: Second Road Asset Management Project – Additional Feasibility Study (41123-014) SHELADIA Associates Inc. USA in association with TANCONS (Cambodia) Co., Ltd, Cambodia ADB TA 8784 – CAMBODIA SECOND ROAD ASSET MANAGEMENT PROJECT (RAMP-2) ADDITIONAL FEASIBILITY STUDY, FS-2 FINAL REPORT VOLUME 2 - ANNEXES March 2017 SHELADIA (USA)/ TANCONS (Cambodia) ii Final Report - March 2017 ADB TA 8784-CAM: Second Road Asset Management Project – Additional Feasibility Study (41123-014) 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 SHELADIA (USA)/ TANCONS (Cambodia) iii Final Report - March 2017 ADB TA 8784-CAM: Second Road Asset Management Project – Additional Feasibility Study (41123-014) LIST OF ABBREVIATIONS AASHTO American Association of State Highway and Transportation Officials AC Asphalt Concrete ADB Asian Development Bank AH Asian Highway ASEAN 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 Feasibility Studies 1 and 2 FHWA Federal Highway Administration [USA] GB Granular Base GSB 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 SHELADIA (USA)/ TANCONS (Cambodia) iv 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 INVENTORY OF BRIDGES NR1 Neak Loeng to Bavet 62+150 to 159+000 No.of Sl.No. Chainage Length(M) Location Type of deck elast.bearing 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 2*8*1=16 concrete deck Khvang NR6 Siem Reap to Krolanh-- 317+000 to 367+000 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 19 367+704--367+798 3*31.3=94 Bantey Meanchey Condition Survey Format for Culverts Road Name : NR-1 Date: 17 August, 2016 Condition of Condition of Type Size Silted barrel Head wall Location Km (Province/District) Length Dimention Cell Box Pipe Slab Good Bad Good Bad Y/N (m) (m) No. 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 of Condition of Type Size Silted barrel Head wall Location Km (Province/District) Length Dimention Cell Box Pipe Slab Good Bad Good Bad Y/N (m) (m) No. 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 Condition Survey Format for Culverts Road Name : NR6 Date:22 to 24 August 2016 Condition of Condition of Head Type Size barrel wall Location Km (Province/District) Length Cross Cell Box Pipe Slab Good Bad Good Bad (m) Section No.
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