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3.2.7 O&M Plan (1) Institutional Structure and Capacity for O&M The O&M organizations under MOT generally include the Directorate of Road for Vietnam (DRVN) or Vietnam Expressway Corporation (VEC). However, the HCMC-Trung Luong Expressway, which is a section of HCMC-Can Tho Expressway and is temporarily operated, is separately managed by PMU My Thuan, as directly authorized by MOT. This is in accordance with Decision No. 195/QD-BGTVT of MOT dated January 21, 2010 (Regulation on Temporary Management and Operation of HCMC-Trung Luong Expressway). The operation would be smooth if all sections of HCMC-Can Tho Expressway can be managed in a comprehensive manner, except for the Trun Luong-My Thuan Section, which is to be implemented under BOT scheme. Therefore, the O&M organization plan for the Second My Thuan Bridge, which is a section of HCMC-Can Tho Expressway, is proposed to be taken out from the temporary management plan of HCMC-Trung Luong Expressway. It was confirmed that PMU My Thuan intends to establish O&M organizations for the expressway, including the Second My Thuan Bridge and My Thuan- Can Tho sections. The temporary management and operation organization includes the Expressway Management Center consisting of 22 personnel, which is expected to manage the check point force, traffic patrolling force, traffic regulating force, and security and facility protecting force as shown in Figure 3-65 below. PMU My Thuan Expressway Management Center PMU My Thuan + Additional Staff:22 Check Point Force Traffic Patrolling force Traffic-regulating force Security and facitlity protecting force Traffic Police:36 Traffic Police:18 Traffic Police:24 Management Center:2 Transport Inspector:18 Transport Inspector:18 Transport Inspector:18 Local Police:26 Source: Prepared by Study Team based on Report No.15/PMUMT-TCB, PMU My Thuan, 04/01/2010 Figure 3-66 Organization of Temporary Management for HCMC-Trung Luong Expressway The operation of the Second My Thuan Bridge includes the following tasks. PMU My Thuan, the operator, shall establish appropriate units to undertake such tasks: 1. Asset Management 2. Traffic Control & Surveillance 3. Information Management 3-81
4. Emergency Management 5. Patrols 6. Overlimit Vehicle Regulation 7. Equipment Operation 8. Toll Collection 9. Routine Maintenance 10. Repair Works 11. Rehabilitation and Disaster Prevention 12. Maintenance of Equipment Taking into account the temporary management organization of Expressway Management Center, and adding the functions of the maintenance and toll collection works, the organization chart shown in Fugure 3-66 below is proposed for the O&M of the Second My Thuan Bridge. Expressway Management Center for 2nd My Thuan Bridge Section PMU My Thuan Director Deputy Director Administration Traffic Management Road Maintenance Bridge Maintenance Toll Collection Supervisor Supervisor Supervisor Supervisor Supervisor + + + + + 1 Clerk 1 Clerk 2 Engineers 1 Engineer 1 Clerk Source: Study Team Traffic Control Center 1 Chief Operator 2 Operator Traffic Control Forces Maintenance Crew Maintenance Crew Toll Collecting Crew 2 Patrole Men 1 Engineer 2 Engineer 2 Clerk 2 Traffic inspector 2 Technicians 3 Technicians Road Rpair & Mangement Company Figure 3-67 Proposed O&M Organization for Second My Thuan Bridge Section The Expressway Management Center for the Second My Thuan Bridge section will be unified with the other sections such as HCMC-Trung Luong and My Thuan-Can Tho in which application of PPP investment scheme is under consideration. It should be noted that toll collection in this Project is only carried out at the gate of the interchange, which shall be included in the integrated toll collection system throughout HCMC-Can Tho Expressway. paragraphs. The bridge and road maintenance works are itemized and specified in the following 3-82
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STUDY ON ECONOMIC PARTNERSHIP PROJE
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PREFACE This Report is prepared by
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1 2 3 NH30 Tien Giang Trung Luong -
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MOT Ministry of Transport MPI Minis
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(4) Implementation Program (I/P) to
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4.3 Environmental Legislations ....
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APPENDIX Appendix-I Drawings Append
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Figure 3-27 Steel Arch Bridge .....
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LIST OF TABLES Table 1-1 Balance of
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Table 5-16 FIRR Calculation .......
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1.2 Transport Sector in Vietnam 1.2
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North-South - Hanoi - HCMC Ring Roa
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Railway are listed as projects to b
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(2) Pre-F/S for Planning of Ho Chi
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No. Table 1-6 Ethnicity 1-10 Kinh (
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Table 1-7 Temperature Month 1 2 3 4
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Table 1-10 List of Industrial Devel
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Table 1-11 and Figure 1-4 show the
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Mekong Delta is divided by the Tien
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CHAPTER 2 STUDY METHOD 2.1 Scope of
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4 Nguyen Anh Duc Cost Estimator TED
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(b) Establish Appropriate Communica
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Information interface among each ex
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(Works in Vietnam) 1st Work in Viet
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Table 2-5 Record of Major Meetings
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NH No.30 Tien Giang River NH No.80
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3.2 Study Required for Decision on
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3.2.2 Traffic Demand Forecast (1) A
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My Thuan 2nd My Thuan bridge Can Th
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(b) Vehicle Composition by Survey S
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(4) Producing Present OD Matrices (
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9.00 8.00 7.00 6.00 5.00 4.00 3.00
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Source: Study Team Truck Traffic/da
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3.2.3 Natural Conditions Survey (1)
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To Trung Luong To Can Tho Source: R
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Source: Study Team Figure 3-16 Bori
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(3) Hydrological Survey In My Tho,
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Table 3-12 Water level of the Tien
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Month Levels I II III IV V VI VII V
Page 79 and 80: Source: Inspection and Maintenance
Page 81 and 82: Source: Study Team Note: Upstream i
Page 83 and 84: Source: TEDI Figure 3-23 Bathymetri
Page 85 and 86: 2. Suspension Bridge: Before the de
Page 87 and 88: Source: Study Team Source: Study Te
Page 89 and 90: The bridge type comparison based on
Page 91 and 92: Source: Study Team Figure 3-32 Side
Page 93 and 94: Table 3-19 Quantities and Construct
Page 95 and 96: Source: Study team Figure 3-35 Gene
Page 97 and 98: Source: Study Team Figure 3-37 Gene
Page 99 and 100: Source: Study Team Figure 3-39 Pers
Page 101 and 102: Table 3-21 Traffic Demand and Requi
Page 103 and 104: PCU/hour 7000 6500 6000 5500 5000 4
Page 105 and 106: Grade (%) Table 3-24 Study of Criti
Page 107 and 108: sides, hence, 5.5 m in total. The f
Page 109 and 110: Cross section of two-lane ramp: Car
Page 111 and 112: 3 cm: Roughening asphalt to make fr
Page 113 and 114: Source: Study Team Figure 3-49 Traf
Page 115 and 116: Table 3-33 Status of Adjacent Expre
Page 117 and 118: However, it was proposed to cancel
Page 119 and 120: iii) Sand Drain (SD) Sand drain is
Page 121 and 122: Source: Study Team Figure 3-56 Cons
Page 123 and 124: Source: Study Team (2) Foundation P
Page 125 and 126: Source: Study Team Source: Study Te
Page 127 and 128: (c) Cement Source: Study Team Figur
Page 129: (6) Construction Schedule The total
Page 133 and 134: (3) Maintenance of Road Road mainte
Page 135 and 136: No. Total Area (ha) Residential Lan
Page 137 and 138: No. Poor Households (income less th
Page 139 and 140: The rate of grid connection is 100%
Page 141 and 142: Pollution 4.2 Positive Effects From
Page 143 and 144: Social Environment Resettlement B L
Page 145 and 146: Finalized Route Table 4-17 Number o
Page 147 and 148: No. Affected People (AP): APs are t
Page 149 and 150: 10 Vibration Emitted from Road in P
Page 151 and 152: which is required to be implemented
Page 153 and 154: 4.4 Actions Taken by Project Propon
Page 155 and 156: Source: Study Team (3) Construction
Page 157 and 158: (d) Price variation The following p
Page 159 and 160: 5.2 Economic and Financial Analyses
Page 161 and 162: Source: Study Team (4) Economic Eva
Page 163 and 164: (c) Sensitivity Analysis Source: St
Page 165 and 166: (4) Financial Return of Total Inves
Page 167 and 168: (1) Alternative No. 1: One Package
Page 169 and 170: Table 6-2 Comparison among Alternat
Page 171 and 172: Event/ Milestone Time/ Period Excha
Page 173 and 174: Table 6-4 Anticipated Measures Agai
Page 175 and 176: PMU My Thuan is a state agency whic
Page 177 and 178: In this preparation stage of the pr
Page 179 and 180: CHAPTER 8 TECHNOLOGICAL ADVANTAGES
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cast-in-place piles. Such equipment
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