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(c) Time Variations of Traffic Time variations of traffic (all vehicles excluding motorcycles) monitored at survey station 4 is shown in Figure 3-6. Morning peak is observed to be 6:00 AM to 7:00 AM and peak hour ratios are around 7% to 9%. The afternoon peak is between 5:00 PM to 6:00 PM, although not clearly seen than the morning peak. 1000 900 800 700 600 500 400 300 200 100 0 Source: Study Team 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 Figure 3-6 Time Variation of Traffic Observed at Survey Station 4 3-11 car bus truck mortorcycle
(4) Producing Present OD Matrices (2010) (a) Present OD Matrices (2010) To produce present OD matrices, existing OD matrices are adjusted based on the traffic count survey. (b) Validation of Present OD Matrices In order to confirm the validity of the present OD matrices, these were assigned to the present road network and the assigned traffic volumes were then compared with the traffic count results. The results of comparison are shown in Figure 3-7. Source: Study Team Figure 3-7 Traffic Count VS Present Traffic Assignment Traffic count 40000 30000 20000 10000 0 0 10000 20000 30000 40000 The correlation coefficient (R) between traffic count and assigned traffic is estimated at 0.94. As a result, the present OD matrices were validated. 3-12 PCU/day Assignment Result
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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
Page 9 and 10: (4) Implementation Program (I/P) to
Page 11 and 12: 4.3 Environmental Legislations ....
Page 13 and 14: APPENDIX Appendix-I Drawings Append
Page 15 and 16: Figure 3-27 Steel Arch Bridge .....
Page 17 and 18: LIST OF TABLES Table 1-1 Balance of
Page 19 and 20: Table 5-16 FIRR Calculation .......
Page 21 and 22: 1.2 Transport Sector in Vietnam 1.2
Page 23 and 24: North-South - Hanoi - HCMC Ring Roa
Page 25 and 26: Railway are listed as projects to b
Page 27 and 28: (2) Pre-F/S for Planning of Ho Chi
Page 29 and 30: No. Table 1-6 Ethnicity 1-10 Kinh (
Page 31 and 32: Table 1-7 Temperature Month 1 2 3 4
Page 33 and 34: Table 1-10 List of Industrial Devel
Page 35 and 36: Table 1-11 and Figure 1-4 show the
Page 37 and 38: Mekong Delta is divided by the Tien
Page 39 and 40: CHAPTER 2 STUDY METHOD 2.1 Scope of
Page 41 and 42: 4 Nguyen Anh Duc Cost Estimator TED
Page 43 and 44: (b) Establish Appropriate Communica
Page 45 and 46: Information interface among each ex
Page 47 and 48: (Works in Vietnam) 1st Work in Viet
Page 49 and 50: Table 2-5 Record of Major Meetings
Page 51 and 52: NH No.30 Tien Giang River NH No.80
Page 53 and 54: 3.2 Study Required for Decision on
Page 55 and 56: 3.2.2 Traffic Demand Forecast (1) A
Page 57 and 58: My Thuan 2nd My Thuan bridge Can Th
Page 59: (b) Vehicle Composition by Survey S
Page 63 and 64: 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
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3 cm: Roughening asphalt to make fr
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Source: Study Team Figure 3-49 Traf
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Table 3-33 Status of Adjacent Expre
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However, it was proposed to cancel
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iii) Sand Drain (SD) Sand drain is
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Source: Study Team Figure 3-56 Cons
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Source: Study Team (2) Foundation P
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Source: Study Team Source: Study Te
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(c) Cement Source: Study Team Figur
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(6) Construction Schedule The total
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4. Emergency Management 5. Patrols
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(3) Maintenance of Road Road mainte
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No. Total Area (ha) Residential Lan
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No. Poor Households (income less th
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The rate of grid connection is 100%
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Pollution 4.2 Positive Effects From
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Social Environment Resettlement B L
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Finalized Route Table 4-17 Number o
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No. Affected People (AP): APs are t
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10 Vibration Emitted from Road in P
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which is required to be implemented
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4.4 Actions Taken by Project Propon
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Source: Study Team (3) Construction
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(d) Price variation The following p
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5.2 Economic and Financial Analyses
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Source: Study Team (4) Economic Eva
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(c) Sensitivity Analysis Source: St
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(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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