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♢ Report on changes (if any) compared with the contents of signed international treaties related to ODA. ♢ Reports to be submitted to the financing organization based on the agreement in international treaties related to relevant ODA. Within 20 days at the end of each quarter, MOT will prepare a report on the results of mobilization of ODA and on the implementation situation of projects under its management. It will then submit said report to MPI and MOF. 7-5
CHAPTER 8 TECHNOLOGICAL ADVANTAGES OF JAPANESE COMPANIES 8.1 Competency of Japanese Companies for the Project Cable-stayed bridge is a type of bridge whose expanded span length becomes achievable due to the development of computer technologies, enabling the designer to carry out complex cable tension calculations. While the use of this type of bridge is increasing in recent years in Asia, Europe, America, etc., Japan has, in particular, high technologies for the design and construction of such bridge types. Construction methods for which high technologies are particularly required in building cable-stayed bridges include those for installation of piles, towers, steel girders and stay cables. Piling works require Japanese companies’ construction technologies, as well as their experiences, because a high level of construction difficulty is expected due to the influence of soft ground. In addition, Japanese companies are among the most reputable in terms of procurement of equipment including frameworks, measuring systems, concrete batching and transfer equipment, crane equipment, jack-up equipment, steel girder and cable erection technologies. These are fostered by many construction experiences. and construction management capabilities using such skills, which are all required for accurately constructing towers at a high altitude. Therefore, to secure specified quality and precision, and build safe and highly durable bridges, participation of these Japanese companies are desired. In terms of production, anchorage zones of stay cables exposed to extraordinary high stress, which are critical to the quality of the whole bridge, requires high precision and quality level. Since Japan is also among the most reliable in this aspect, bridge safety and stable quality and process may be assured by utilizing Japanese technologies. These would require Japanese bridge factories with high production techniques. Moreover, in case of production in Vietnamese factories, supervision of Japanese engineers having high production techniques offer advantage in enhancing capacity. As for major component materials such as steel and stay cables, Japanese products are among the most dependable in terms of quality, reliability, stable supply, etc. As mentioned above, experience of Japanese companies are significant and offer great advantage in terms of technology for this Project. Thus, it is essential to utilize them to ensure smooth Project implementation.. The following is a brief description of various points for which Japan has, in particular, great advantages in terms of technologies: 8-1
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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
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Source: Inspection and Maintenance
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Source: Study Team Note: Upstream i
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Source: TEDI Figure 3-23 Bathymetri
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2. Suspension Bridge: Before the de
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Source: Study Team Source: Study Te
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The bridge type comparison based on
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Source: Study Team Figure 3-32 Side
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Table 3-19 Quantities and Construct
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Source: Study team Figure 3-35 Gene
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Source: Study Team Figure 3-37 Gene
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Source: Study Team Figure 3-39 Pers
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Table 3-21 Traffic Demand and Requi
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PCU/hour 7000 6500 6000 5500 5000 4
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Grade (%) Table 3-24 Study of Criti
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sides, hence, 5.5 m in total. The f
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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
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
Page 173 and 174: Table 6-4 Anticipated Measures Agai
Page 175 and 176: PMU My Thuan is a state agency whic
Page 177: In this preparation stage of the pr
Page 181 and 182: cast-in-place piles. Such equipment
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