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1.2.2 Road Sector In 2006, although overall road network is approximately 250,000 km, national arterials consisting of national highways and provincial roads remain limited with a total length of about 44,000 km. (about 18% of the whole network). The ratio of paved road along the national highways is improving with 84% of the total, while that of provincial roads is still 66% Table 1-2 Road Development in Vietnam (2006) Category Year Length Type of pavement Asphalt Concrete Low-cost pavement Gravel Earth Other National 1999 2006 15,520 17,295 5,354 7,750 94 344 5,828 6,447 3,178 - 2,854 - - - Provincial 1999 2006 18,344 23,138 829 3,474 157 701 5,609 11,030 7,309 - 4,816 - 3,073 44 District 1999 2006 37,437 - - 54,962 1,762 - 2,581 - - - 10,992 34,897 77,261 3,601 Commune 1999 2006 134,463 - 141,442 - 1,616 - 18,442 - - - 9,226 34,897 77,261 - Urban 1999 2006 5,919 8,536 2,297 - 2,465 776 3,622 - 2,750 - 976 1,568 - Other 1999 2006 5,451 - 6,414 - - - 160.4 - - 547 2,593 - 2,800 - Total 1999 2006 224,639 - - 251,787 16,967 - 23,005 - - 40,992 62,018 104,816 3,644 Source: VRA 1.2.3 Vietnam Expressway Master Plan The latest expressway master plan prepared by the Ministry of Transport (MOT) is the one that was submitted to the government on November 5, 2007 (No.7056/TTR-BGTVT), indicating a planned total length of expressway network of 5,873 km. The Prime Minister approved said master plan on December 1, 2008, and issued the “Vietnam Expressway Network Development and Planning until 2020 and the View for Post-2020” (No.1734/QD-TTG). The outline of the expressway master plan is as follows: Planned total length: Length consists of 5,873 km, including the currently used 120 km. The plan is to construct 2,512 km by 2020 and 3,241 km thereafter. Two north-south expressways are included in the total 3,542 km, which is 60% of the nationwide total. Cost: USD 20.6 billion up to 2020, USD 23.5 billion thereafter Breakdown of planned length: - North-South Expressways: 2 routes; 3,542 km - Northern Expressways: 7 routes; 969 km - Central and Central Highland Expressways: 3 routes; 264 km - Southern Expressways: 7 routes; 814 km 1-3
North–South - Hanoi – HCMC Ring Road Systems: 3 routes; 254 km Total: 22 routes; 5,873 km Table 1-3 List of Expressway Projects in the MOT Master Plan No. Section Length (km) No. of Lanes Cost (VND bil.) Expressway in the East North–South Expressway in the West 1 Cau Gie–Ninh Binh 50 6 9,300 2 Ninh Binh–Thanh Hoa 75 6 12,380 3 Thanh Hoa–Vinh 140 6 22,120 4 Vinh–Ha Tinh 20 4-6 2,580 5 Ha Tinh–Quang Tri 277 4 21,610 6 Quang Tri–Da Nang 178 4 18,160 7 Da Nang–Quang Ngai 131 4 17,820 8 Quang Ngai–Quy Nhon 150 4 23,700 9 Quy Nhon–Nha Trang 240 4 24,960 10 Nha Trang–Dau Giay 378 4‒6 55,940 11 HCMC–Long Thanh–Dau Giay 55 6‒8 18,880 12 Long Thanh–Nhon Trach–Ben Luc 45 6‒8 12,340 13 HCMC–Trung Luong 40 8 13,200 14 Trung Luong–My Thuan–Can Tho 92 6 26,250 15 Doan Hung–Hoa Lac–Pho Chau 457 4‒6 53,930 16 Ngoc Hoi–Chon Thanh–Rach Gia 864 4‒6 96,770 Northern Vietnam 17 Lang Son–Bac Giang–Bac Ninh 130 4‒6 12,220 18 Ha Noi–Hai Phong 105 4‒6 16,800 19 Ha Noi–Lao Cai 264 4‒6 15,580 20 Ha Noi – Thai Nguyen 62 4‒6 4,220 21 Thai Nguyen–Cho Moi 28 4‒6 2,940 22 Lang–Hoa Lac 30 6 7,650 23 Hoa Lac–Hoa Binh 26 4‒6 2,550 24 Bac Ninh–Ha Long 136 6 19,040 25 Ha Long–Mong Cai 128 4‒6 13,820 26 Ninh Binh–Hai Phong–Quang Ninh 160 4 13,760 Central Vietnam 27 Hong Linh–Huong Son 34 4 2,450 28 Cam Lo–Lao Bao 70 4 4,900 29 Quy Nhon–Pleiku 160 4 12,000 Southern Vietnam 30 Dau Giay–Da Lat 189 4 19,280 Ring Road System in Hanoi Ring Road System in HCMC 31 Bien Hoa–Vung Tau 76 6 12,160 32 HCMC–Thu Dau Mot–Chon Thanh 69 6-8 20,010 33 Can Tho–Ca Mau 150 4 24,750 34 HCMC–Moc Bai 55 4‒6 7,480 35 Soc Trang–Can Tho–Chau Doc 200 4 24,200 36 Ha Tien–Rach Gia–Bac Lieu 225 4 27,230 37 Ring Road No 3 56 4‒6 17,990 38 Ring Road No 4 125 6‒8 34,500 39 Ring Road No 3 83 6‒8 20,750 Total 5,753 766,220 Source: MOT Master Plan (No.7056/TTr-BGTVT dated 5 November 2007). Note: This table does not include the following: Bac Ninh–Phap Van section (40 km), Phap Van–Cau Gie section (30 km), Noi Bai– Bac Ninh section (30 km), and Lien Khuong–Da Lat section (20km). 1-4
Page 1 and 2: STUDY ON ECONOMIC PARTNERSHIP PROJE
Page 3 and 4: PREFACE This Report is prepared by
Page 5 and 6: 1 2 3 NH30 Tien Giang Trung Luong -
Page 7 and 8: 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: 1.2 Transport Sector in Vietnam 1.2
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 and 60: (b) Vehicle Composition by Survey S
Page 61 and 62: (4) Producing Present OD Matrices (
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
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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
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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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