study on economic partnership projects

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Source: Study Team Source: Study Team Figure 3-57 Procedure for Construction of Foundation Figure 3-58 Tower Erection Procedure 3-73
Source: Study Team (2) Foundation Piles Figure 3-59 Cycle Steps for the Main Girder The reverse circulation drilling method (Figure 3-59) should be employed for the construction of cast-in-place piles. This method is a construction technique which requires drilling of a hole by circulating the muddy water in a direction opposite to the drilling direction. Thus, it means spinning the bit and drilling a hole on the ground to take and discharge earth and sand, together with groundwater within the borehole, starting from the bottom of the ground. Borehole walls on the surface of the ground are retained by means of a standpipe, while those in a part deeper than the lower end of the standpipe are retained by the action of hydraulic head pressure applied to mud cake, which is created by fine clay and silt particles adhered to the borehole walls. After completion of such drilling, reinforcing bars and a tremie pipe are placed. If any slime deposits exist, the secondary hole floor treatment is given, and concrete is cast. 3-74
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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
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 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: Source: Study Team Figure 3-56 Cons
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
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
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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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