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NH80 Source: Study Team To Can Tho City To Vinh Long City 3-67 NH80 Figure 3-52 Design of Connection at Ending Point (South Side) (c) Location of Toll Gates of the Project To Trung Luong To Vinh Long City To Can Tho City According to BOT F/S, closed toll collection system is proposed, which involves charging toll fees based on actual traveled length of expressway. Therefore, toll gates were planned to be constructed at An Thai Trung Interchange at NH30, temporary connection point with NH1 along Trung Luong-My Thuan Expressway, connection point at NH80, Tan Phu Interchange, Hoa Phu Interchange, and Cha Va Interchange along My Thuan-Can Tho Expressway, as shown in Figure 3-53. NH30 Source: Study Team NH80 NH1 Toll Gate at Rampway Toll Gate at Main Route Figure 3-53 Original Plan of Toll Gates in Phase 1 by F/S
However, it was proposed to cancel the toll gate at Tan Phu Interchange as per Section (4)-(C). In addition, open toll collection system is proposed to be temporarily adopted for My Thuan-Can Tho Expressway in Phase 1, until the completion of Second My Thuan Bridge considering that the length of the project road is short at only 25 km. A proposed plan of the toll gates in Phase 1 is shown in Figure 3-54. NH30 Source: Study Team NH80 3-68 Toll Gate at Rampway Toll Gate at Main Route Figure 3-54 Proposed Plan of Toll Gate in Phase 1 by the Study Team Second My Thuan Bridge will be constructed through financing from Japanease ODA Loan while operation and maintenance (O&M) will be implemented by the Vietnamese government authorities such as PMU My Thuan or VRA. On the other hand, expressway from Trung Luong-My Thuan section is being constructed through BOT scheme while BEDC as the project owner will carry out the O&M. Meanwhile, for the My Thuan-Can Tho section, financing and project scheme have not yet been finalized to date. The above situation implies that each section of Trung Luong-My Thuan-Can Tho Expressway might be separately operated by different O&M organizations. If each O&M organization separately collects toll fee for each section, toll gates will be necessary on the main route at both beginning and end points of each section. Consequently, this will cause disruption of traffic flow and increase in O&M costs. To avoid this situation, O&M structure and toll collection system shall be studied and established, taking into consideration the entire section and user’s convenience. For the <strong>study</strong> on the necessity of toll gates, it is proposed that toll collection system should be established for the whole section from Trung Luong to Can Tho and toll fees to be distributed to each project owner. Meanwhile, for the Second My Thuan Bridge section, it is proposed to construct one toll gate along the ramp way of NH80.
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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
Page 65 and 66: Source: Study Team Truck Traffic/da
Page 67 and 68: 3.2.3 Natural Conditions Survey (1)
Page 69 and 70: To Trung Luong To Can Tho Source: R
Page 71 and 72: Source: Study Team Figure 3-16 Bori
Page 73 and 74: (3) Hydrological Survey In My Tho,
Page 75 and 76: Table 3-12 Water level of the Tien
Page 77 and 78: 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: Table 3-33 Status of Adjacent Expre
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 and 130: (6) Construction Schedule The total
Page 131 and 132: 4. Emergency Management 5. Patrols
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
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(1) Alternative No. 1: One Package
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Table 6-2 Comparison among Alternat
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Event/ Milestone Time/ Period Excha
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Table 6-4 Anticipated Measures Agai
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PMU My Thuan is a state agency whic
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In this preparation stage of the pr
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CHAPTER 8 TECHNOLOGICAL ADVANTAGES
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cast-in-place piles. Such equipment
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