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JAPAN INTERNATIONAL COOPERATION AGENCY (JICA) MINISTRY OF TRANSPORT, VIETNAM
THE COMPREHENSIVE STUDY ON THE SUSTAINABLE DEVELOPMENT OF TRANSPORT SYSTEM
IN VIETNAM (VITRANSS 2)
North-South Expressway Master Plan
ITS Master Plan
May 2010
ALMEC CORPORATION ORIENTAL CONSULTANTS CO. LTD.
NIPPON KOEI CO. LTD.
JAPAN INTERNATIONAL COOPERATION AGENCY (JICA) MINISTRY OF TRANSPORT, VIETNAM
THE COMPREHENSIVE STUDY ON THE SUSTAINABLE DEVELOPMENT OF TRANSPORT SYSTEM
IN VIETNAM (VITRANSS 2)
North-South Expressway Master Plan
ITS Master Plan
May 2010
ALMEC CORPORATION ORIENTAL CONSULTANTS CO. LTD.
NIPPON KOEI CO. LTD.
Exchange Rate Used in the Report USD 1 = JPY 110 = VND 17,000
(Average Rate in 2008)
PREFACE
In response to the request from the Government of the Socialist Republic of Vietnam, the Government of Japan decided to conduct the Comprehensive Study on the Sustainable Development of Transport System in Vietnam (VITRANSS2) and entrusted the program to the Japan International cooperation Agency (JICA)
JICA dispatched a team to Vietnam between November 2007 and May 2010, which was headed by Mr. IWATA Shizuo of ALMEC Corporation and consisted of ALMEC Corporation, Oriental Consultants Co., Ltd., and Nippon Koei Co., Ltd.
In the cooperation with the Vietnamese Counterpart Team, the JICA Study Team conducted the study. It also held a series of discussions with the relevant officials of the Government of Vietnam. Upon returning to Japan, the Team duly finalized the study and delivered this report.
I hope that this report will contribute to the sustainable development of transport system and Vietnam and to the enhancement of friendly relations between the two countries.
Finally, I wish to express my sincere appreciation to the officials of the Government of Vietnam for their close cooperation.
May 2010
HIROYO SASAKI, Vice President
Japan International Cooperation Agency
May 2010
HIROYO SASAKI Vice President Japan International Cooperation Agency Tokyo
Subject: Letter of Transmittal
Dear Sir,
We are pleased to formally submit herewith the final report of the Comprehensive Study on the Sustainable Development of Transport System in Vietnam (VITRANSS2).
This report compiles the results of the study which was undertaken both in Vietnam and Japan from November 2007 to May 2010 by the Team comprising ALMEC Corporation, Oriental Consultants Co., Ltd., and Nippon Koei Co., Ltd.
We owe a lot to many people for the accomplishment of this report. First, we would like to express our sincere appreciation and deep gratitude to all those who extended their extensive assistance and cooperation to the Team, in particular the Ministry of Transport of Vietnam.
We also acknowledge the officials of your agency, the JICA Advisory Committee, and the Embassy of Japan in Vietnam for their support and valuable advice in the course of the Study.
We hope the report would contribute to the sustainable development of transport system and Vietnam.
Very truly yours,
IWATA Shizuo Team Leader The Comprehensive Study on the Sustainable Development of Transport System in Vietnam (VITRANSS2)
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TABLE OF CONTENTS
1 INTRODUCTION 1.1 Background of Developing the Master Plan ................................................................. 1-1 1.2 Goals of ITS for Inter-city Road Network ...................................................................... 1-4 1.3 Scope of the Master Plan ............................................................................................. 1-5 1.4 Approach of the Master Plan ........................................................................................ 1-6 1.5 Structure of the Master Plan ......................................................................................... 1-7
2 PRESENT CONDITIONS AND BACKGROUND ISSUES OF ITS 2.1 General ........................................................................................................................ 2-1 2.2 Inter-city Road Network ................................................................................................ 2-1 2.3 Car Parking .................................................................................................................. 2-5 2.4 Traffic Accident ............................................................................................................. 2-7 2.5 Inter-city Bus .............................................................................................................. 2-10 2.6 Cargo Transportation .................................................................................................. 2-15 2.7 Vehicle Weight Control Systems ................................................................................ 2-16 2.8 Toll Collection Systems .............................................................................................. 2-21 2.9 Road Traffic Information Facilities .............................................................................. 2-30 2.10 Roadside Rest Facilities ............................................................................................. 2-32 2.11 Tourist Information Facilities ....................................................................................... 2-35 2.12 Background Issues of ITS and Verification of the Goals ............................................. 2-36
3 ITS USER SERVICES AND ROAD MAP 3.1 General ........................................................................................................................ 3-1 3.2 Priority ITS User Service 1: Traffic Information/Control ................................................ 3-1 3.3 Priority ITS User Service 2: Non-stop Toll Collection .................................................... 3-2 3.4 Priority ITS User Service 3: Heavy Truck Control ......................................................... 3-2 3.5 Intending ITS User Service 1: Inter-city Bus Assistance ............................................... 3-3 3.6 Intending ITS User Service 2: Convenient Parking Assistance .................................... 3-3 3.7 ITS User Services to be Integrated in Urban Areas ...................................................... 3-4 3.8 Distribution of ITS User Services .................................................................................. 3-5 3.9 Effects of ITS User Services ......................................................................................... 3-6 3.10 Road Map of ITS for Inter-city Road Network ............................................................... 3-7
4 ROAD OPERATION/MAINTENANCE SERVICE TO BE PROVIDED 4.1 General ........................................................................................................................ 4-1 4.2 Road Operation/Maintenance ....................................................................................... 4-1 4.3 Toll Rate System .......................................................................................................... 4-5 4.4 Minimal Service Standard ............................................................................................. 4-8
5 IMPLEMENTATION PACKAGES AND SYSTEM ARCHITECTURE 5.1 General ........................................................................................................................ 5-1 5.2 Concept of Implementation Package ............................................................................ 5-1 5.3 Implementation Packages for Traffic Information/Control ............................................. 5-2 5.4 Implementation Packages for Non-stop Toll Collection ............................................... 5-24 5.5 Implementation Packages for Heavy Truck Control .................................................... 5-38 5.6 Total System Architecture ........................................................................................... 5-46 5.7 Recommendation on Basic Technologies ................................................................... 5-49
6 RELEVANT SOCIAL SYSTEMS 6.1 General ........................................................................................................................ 6-1 6.2 Vehicle Registration and License Plate System ........................................................... 6-2
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6.3 Road Rescue Management .......................................................................................... 6-8 6.4 Traffic Information though Radio ................................................................................ 6-11 6.5 Weather Information ................................................................................................... 6-13 6.6 Fee Payment System (Telephone Service and Electric/Water Supply) ...................... 6-17 6.7 Legal Regulations of Penalties (Toll Cheating and Overloading) ................................ 6-19 6.8 Cross-border Vehicle Control ..................................................................................... 6-21 6.9 Telecommunication Service ........................................................................................ 6-26 6.10 Legal Regulations for Radio Waves ........................................................................... 6-29
7 OPERATION FRAMEWORK OF ITS 7.1 General ........................................................................................................................ 7-1 7.2 Framework for Incident Notification .............................................................................. 7-1 7.3 Framework for DSRC Probe ......................................................................................... 7-3 7.4 Framework for GPS/WL Probe ..................................................................................... 7-4 7.5 Framework for Traffic Information ................................................................................. 7-5 7.6 Framework for OBU Management ................................................................................ 7-6 7.7 Framework for Toll Clearance ....................................................................................... 7-6 7.8 Framework for IC-Card Operation .............................................................................. 7-10 7.9 Framework for Toll Enforcement Assistance ............................................................... 7-11 7.10 Framework for Heavy Truck Control ........................................................................... 7-13 7.11 Total Framework and Roles of Organizations ............................................................. 7-14
8 FRAMEWORK OF ROAD OPERATION USING ITS 8.1 General ........................................................................................................................ 8-1 8.2 Function Allocation for Road Operation ........................................................................ 8-1 8.3 Communication Network .............................................................................................. 8-5 8.4 Arrangement and Cooperation of the Centers .............................................................. 8-9 8.5 Stepwise Implementation of ITS ................................................................................. 8-11
9 REQUIREMENTS OF ITS STANDARDS 9.1 General ........................................................................................................................ 9-1 9.2 Key-stones of Standardization ...................................................................................... 9-1 9.3 List of Requirements of ITS Standards ......................................................................... 9-4 9.4 Descriptions for Message/Data Standard ................................................................... 9-11 9.5 ITS Implementation Status in Ongoing Expressway Projects ..................................... 9-13
10 URGENT ISSUES 10.1 General ...................................................................................................................... 10-1 10.2 Establishment of ITS Standards ................................................................................. 10-1 10.3 Pilot Project for Coordinated Implementation ............................................................. 10-4 10.4 Other Issues on Operation Framework of ITS ............................................................ 10-5
APPENDICES Appendix 1 System Architecture for Priority ITS User Services Appendix 2 Relevant International Standards Appendix 3 Reference of ITS User Services to ISO14813-1 Appendix 4 Benefit Metrics of ITS Proposed in USA Appendix 5 Records of ITS Working Group
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LIST OF TABLES
Table 2.2.1 Difference with Toll Gate System on Expressway ................................................ 2-4 Table 2.5.1 Main Operation Route for each Bus Terminal ........................................................ 2-13 Table 2.7.1 List of 27 Weight Stations on National Highway ................................................. 2-17 Table 2.7.2 Technical Requirements of Static Weight System and WIM System .................. 2-18 Table 2.8.1 Toll Booths along National Highway Network as of 2008 ................................... 2-22 Table 2.8.2 List of One-Stop Toll Collection .......................................................................... 2-23 Table 2.8.3 Modernization Plan/Program for Toll Collection System ..................................... 2-26 Table 2.8.4 Toll Fare System for Various Road Section ........................................................ 2-28 Table 2.9.1 Groups of Traffic Signs ....................................................................................... 2-30 Table 2.9.2 Multiplied Factor for Different Design Speed ...................................................... 2-31 Table 2.10.1 Recommendation for Provision of Rest/Parking Space in TCVN 4054-05 ......... 2-32 Table 2.10.2 List for Large Size Roadside Rest Facility .......................................................... 2-32 Table 2.12.1 Background Issues Correlated to Goals of ITS .................................................. 2-38 Table 3.9.1 Effects of ITS User Services ................................................................................ 3-6 Table 3.10.1 Main Objectives of ITS in the 1st Stage ............................................................... 3-8 Table 3.10.2 Main Objectives of ITS in the 2nd Stage .............................................................. 3-8 Table 3.10.3 Main Objectives of ITS in the 3rd Stage ............................................................... 3-9 Table 4.2.1 Road Operation/Maintenance Services ................................................................ 4-1 Table 4.3.1 Comparison on Typical Toll Rate Systems ........................................................... 4-5 Table 4.4.1 Role Sharing between Public and Private Organization ....................................... 4-8 Table 5.3.1 Recommendations on Alternatives for Traffic Information/Control ...................... 5-23 Table 5.4.1 Recommendations on Alternatives for Non-stop Toll Collection ......................... 5-31 Table 5.4.2 Comparison on Toll Payment Method ................................................................ 5-32 Table 5.4.3 Comparison of ETC Lane Operation at Tollgate ................................................. 5-34 Table 5.4.4 Vehicle Classification in Vietnam ........................................................................ 5-35 Table 5.4.5 Vehicle Classification in Indonesia ..................................................................... 5-35 Table 5.4.6 Vehicle Classification in Malaysia ....................................................................... 5-36 Table 5.4.7 Vehicle Classification in Japan ........................................................................... 5-36 Table 5.4.8 Measurement for Vehicle Classification Responding to Vehicle Weight ............. 5-37 Table 5.5.1 Recommendations on Alternatives for Heavy Truck Control .............................. 5-43 Table 5.7.1 Comparison on Image Sensor of CCTV Camera ............................................... 5-50 Table 5.7.2 Comparison of Vehicle Detectors ....................................................................... 5-52 Table 5.7.3 Comparison of Road-to-Vehicle Communication for ETC (1) ............................. 5-53 Table 5.7.4 Comparison of Road-to-Vehicle Communication for ETC (2) ............................. 5-54 Table 5.7.5 Track Records of Tag in USA ............................................................................. 5-56 Table 5.7.6 Comparison of Contact and Contact-less IC-cards ............................................ 5-58 Table 5.7.7 Specification Comparison for Contact-less IC-cards .......................................... 5-59 Table 5.7.8 Anti-Collision Methods ......................................................................................... 5-59 Table 5.7.9 Experiences on Contact-less IC-card in Asia ..................................................... 5-60 Table 5.7.10 Experiences on Contact-less IC-card in Europe ................................................. 5-61 Table 6.2.1 Region Code List of Number Plate ....................................................................... 6-4 Table 6.2.2 Vehicle Inspection Item and Frequency ............................................................... 6-6 Table 6.3.1 Law and Regulation related to Road Rescue Management ................................. 6-8 Table 6.7.1 Fine Rates for Illegal Parking/ Stopping ............................................................. 6-19 Table 6.7.2 Fine Rates for Overloading ................................................................................ 6-20 Table 6.7.3 Fine Rates for Supper Heavy and Long Vehicle................................................. 6-20
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Table 6.8.1 Fine Rates for Supper Heavy and Long Vehicle................................................. 6-21 Table 6.8.2 Distance and Travel Time required from China to Vietnam ................................ 6-24 Table 6.9.1 List of Communication Service Providers ........................................................... 6-27 Table 6.9.2 Characteristics of Backbone Communication Infrastructure ............................... 6-27 Table 6.9.3 Characteristics of Backbone Communication Infrastructure ............................... 6-28 Table 7.7.1 Comparison of Frameworks for Toll Clearance .................................................... 7-9 Table 7.11.1 Roles of Organizations (1) ................................................................................. 7-14 Table 7.11.2 Roles of Organizations (2) ................................................................................. 7-15 Table 8.2.1 Comparison of Function Allocations ..................................................................... 8-4 Table 8.3.1 Comparison of Transmission Methods ................................................................. 8-9 Table 9.3.1 Installation of Equipment for Surveillance ............................................................ 9-5 Table 9.3.2 Message Structure of Typical VMS ...................................................................... 9-6 Table 9.3.3 Installation of Equipment for Information Dissemination ...................................... 9-6 Table 9.3.4 Major Data for Traffic Information/Control ............................................................ 9-7 Table 9.3.5 Time Interval of Updating Information .................................................................. 9-7 Table 9.3.6 Major Data for Non-stop Toll Collection ................................................................ 9-9 Table 9.3.7 Major Data for Heavy Truck Control ................................................................... 9-10 Table 9.4.1 Data Element Attributes shown in ISO11179 (1) ................................................ 9-11 Table 9.4.2 Data Element Attributes shown in ISO11179 (2) ................................................ 9-12 Table 9.5.1 ITS Implementation Status in Ongoing Expressway Projects ............................. 9-13 Table 10.2.1 Outputs of ITS Standards ................................................................................... 10-2
LIST OF FIGURES Figure 1.1.1 Expressway Network Plan in Vietnam .................................................................. 1-1 Figure 1.1.2 Conceptual Illustration of ITS ............................................................................... 1-2 Figure 1.1.3 Unhappy Situation by Incomplete Standardization ............................................... 1-2 Figure 1.1.4 Necessity to Clarify the Policy and Requirements ................................................ 1-3 Figure 1.1.5 Necessity of Total Plan of Communication Network ............................................. 1-3 Figure 1.3.1 Focusing in the 1st Stage and Extension in Later Stages .................................... 1-5 Figure 1.3.2 Scope of the Master Plan ..................................................................................... 1-5 Figure 1.4.1 Three Aspects of Discussion in the Master Plan .................................................. 1-6 Figure 1.5.1 Structure of the Master Plan ................................................................................. 1-7 Figure 2.2.1 Expressway Network Plan (No.1734/QD-TTg) approved on Dec. 2008 ............... 2-2 Figure 2.2.2 Expressway Network Plan in Northern Area ........................................................ 2-3 Figure 2.2.3 Expressway Network Plan in Southern Area ........................................................ 2-3 Figure 2.3.1 Car Keeping Space .............................................................................................. 2-5 Figure 2.3.2 Location of Public Car Parking Facilities ··························································· 2-6 Figure 2.4.1 Historical Data for Traffic Accidents (1992-2005) ·············································· 2-7 Figure 2.4.2 Experience for Traffic Accidents in Japan ............................................................. 2-7 Figure 2.4.3 Traffic Accidents by Collision Type (2001) ............................................................ 2-9 Figure 2.4.4 Traffic Accidents by Road Section (2001) ............................................................ 2-9 Figure 2.4.5 Typical Situation of Road Traffic in Vietnam ......................................................... 2-9 Figure 2.5.1 Inter-city Bus (Hoang Long Transportation Co., Ltd.) ......................................... 2-10 Figure 2.5.2 Black Box installed in Inter-city Bus, Monitoring Screen (Sample) ·················· 2-11 Figure 2.5.3 Bus Terminals in Hanoi City ............................................................................... 2-12 Figure 2.5.4 Ben Xe Nam Bus Terminals and its Layout (Hanoi) (1) ...................................... 2-12
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Figure 2.5.5 Ben Xe Nam Bus Terminals and its Layout (Hanoi) (2) ...................................... 2-13 Figure 2.5.6 Parking for Motor Cycle (Mien Tay: left, Mien Dong: right) ................................. 2-13 Figure 2.5.7 Bus Terminals in HCMC City .............................................................................. 2-14 Figure 2.7.1 WIM System (photo left) / Static Weigh System (photo right) ............................. 2-18 Figure 2.7.2 System Layout for Pilot Project .......................................................................... 2-19 Figure 2.7.3 Static Weighbridge ............................................................................................. 2-20 Figure 2.8.1 Locations of Toll Booth (2004) ............................................................................ 2-21 Figure 2.8.2 Photos of One-Stop Toll Collection ..................................................................... 2-23 Figure 2.8.3 Tollgate Lanes and Monitor Screen at Binh Bridge in Hai Phong Province ........ 2-26 Figure 2.8.4 Tollgate Lanes and OBU with IC-card at Ha Noi Highway in HCMC .................. 2-27 Figure 2.9.1 Size of Signs ...................................................................................................... 2-30 Figure 2.9.2 Sample of Sign Board in 22TCN-331-05 ............................................................ 2-31 Figure 2.10.1 Example of Rest Facilities .................................................................................. 2-33 Figure 2.11.1 Information Kiosk in Hanoi ................................................................................. 2-35 Figure 3.2.1 Traffic Information/Control .................................................................................... 3-1 Figure 3.3.1 Non-stop Toll Collection ....................................................................................... 3-2 Figure 3.4.1 Heavy Truck Control ............................................................................................. 3-2 Figure 3.5.1 Inter-city Bus Assistance ...................................................................................... 3-3 Figure 3.6.1 Convenient Parking Assistance ............................................................................ 3-3 Figure 3.7.1 Traffic Information/Control .................................................................................... 3-4 Figure 3.7.2 Road Pricing ........................................................................................................ 3-4 Figure 3.7.3 Inter-city Bus Assistance ...................................................................................... 3-5 Figure 3.7.4 Convenient Parking Assistance ............................................................................ 3-5 Figure 3.8.1 Distribution of ITS User Services ......................................................................... 3-5 Figure 3.10.1 Road Map of ITS for Inter-city Road Network ...................................................... 3-7 Figure 4.2.1 Traditional Road Operation based on Standalone Systems ................................. 4-4 Figure 4.2.2 Advanced Road Operation using ITS ................................................................... 4-4 Figure 4.3.1 Three Typical Toll Rate Systems .......................................................................... 4-5 Figure 4.3.2 Combined Toll Rate System for the Metropolitan Area ......................................... 4-6 Figure 4.3.3 Toll Revenue to Cover Total Cost ......................................................................... 4-7 Figure 4.3.4 Toll Revenue to Cover Operation/Maintenance Cost ........................................... 4-7 Figure 4.4.1 Relation between O/M Service Level and Toll Revenue ....................................... 4-8 Figure 4.4.2 Minimal Service Standard for Controlling O/M Service Level ............................... 4-9 Figure 5.2.1 Concept of Implementation Package ................................................................... 5-1 Figure 5.3.1 Incident Information .............................................................................................. 5-2 Figure 5.3.2 Traffic Congestion Information ............................................................................. 5-3 Figure 5.3.3 Travel-time Information ........................................................................................ 5-4 Figure 5.3.4 Traffic Control Assistance ..................................................................................... 5-5 Figure 5.3.5 Implementation Packages and Alternatives of Traffic Information/Control ........... 5-6 Figure 5.3.6 Monitoring at Roadside ........................................................................................ 5-7 Figure 5.3.7 Image Recognition ............................................................................................... 5-8 Figure 5.3.8 Monitoring at Roadside ........................................................................................ 5-9 Figure 5.3.9 Image Recognition ............................................................................................. 5-10 Figure 5.3.10 Vehicle Detection ............................................................................................... 5-11 Figure 5.3.11 DSRC Probe ...................................................................................................... 5-11 Figure 5.3.12 GPS/WL Probe ................................................................................................... 5-12 Figure 5.3.13 Image Recognition ............................................................................................. 5-13 Figure 5.3.14 Vehicle Detection ............................................................................................... 5-14
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Figure 5.3.15 DSRC Probe ...................................................................................................... 5-15 Figure 5.3.16 GPS/WL Probe ................................................................................................... 5-16 Figure 5.3.17 Weather Sensors ............................................................................................... 5-17 Figure 5.3.18 Monitoring at Roadside ...................................................................................... 5-17 Figure 5.3.19 Image Recognition ............................................................................................. 5-18 Figure 5.3.20 Vehicle Detection ............................................................................................... 5-19 Figure 5.3.21 DSRC Probe ...................................................................................................... 5-20 Figure 5.3.22 GPS/WL Probe ................................................................................................... 5-21 Figure 5.3.23 Alternative Methods of Emergency Calling ........................................................ 5-23 Figure 5.4.1 Toll Collection ..................................................................................................... 5-25 Figure 5.4.2 Implementation Packages and Alternatives of Non-stop Toll Collection ............. 5-26 Figure 5.4.3 Touch & Go ........................................................................................................ 5-27 Figure 5.4.4 ETC at Toll-island (2-piece) ................................................................................ 5-28 Figure 5.4.5 ETC at Toll-island (1-piece) ................................................................................ 5-29 Figure 5.4.6 ETC on Free-flow ............................................................................................... 5-30 Figure 5.4.7 Two Ways for Checking Prepaid Balance .......................................................... 5-33 Figure 5.4.8 Problem of Balance-in-bank on Low-quality Telecommunication ....................... 5-33 Figure 5.4.9 ETC Combined Use with Touch & Go ................................................................ 5-33 Figure 5.4.10 Mixed Use of Toll Collection Methods ................................................................ 5-34 Figure 5.4.11 Flexible Tollgate Lane Operation ........................................................................ 5-34 Figure 5.5.1 Overloading Regulation ...................................................................................... 5-38 Figure 5.5.2 Heavy/Hazardous-material Truck tracking ......................................................... 5-38 Figure 5.5.3 Implementation Packages and Alternatives of Heavy Truck Control .................. 5-39 Figure 5.5.4 Weighing at Parking Space ................................................................................ 5-40 Figure 5.5.5 Weighing in Motion ............................................................................................. 5-40 Figure 5.5.6 DSRC Probe ...................................................................................................... 5-41 Figure 5.5.7 GPS/WL Probe ................................................................................................... 5-42 Figure 5.5.8 Vehicle Weight Measurement ............................................................................. 5-44 Figure 5.5.9 Axle Load Measurement .................................................................................... 5-44 Figure 5.5.10 Problems on Immediate Rejection at Roadside ................................................. 5-45 Figure 5.5.11 Definition of Limit Weight for Regulation ............................................................ 5-45 Figure 5.6.1 Total System Architecture of ITS ........................................................................ 5-46 Figure 5.6.2 Conceptual Illustration of System Architecture ................................................... 5-47 Figure 5.6.3 Actual Implementation (=Substitution) ................................................................ 5-48 Figure 5.7.1 Monitoring Range of CCTV Camera .................................................................. 5-49 Figure 5.7.2 Conceptual Illustration of CCTV System ............................................................ 5-50 Figure 5.7.3 VMS/SGM on Roadside ..................................................................................... 5-52 Figure 5.7.4 A single Roadside Antenna of Active-DSRC for Two Lanes ............................... 5-55 Figure 5.7.5 Relationship between ISO/IEC14443 and ISO/IEC18902 .................................. 5-62 Figure 6.1.1 Correlation between Social Systems and Priority ITS User Services ................... 6-1 Figure 6.2.1 Registration Certification (Left: Passenger Car, Right: Truck) .............................. 6-2 Figure 6.2.2 Size and Dimension of Number Plate .................................................................. 6-4 Figure 6.2.3 Example of Number Plate .................................................................................... 6-4 Figure 6.2.4 Sample of Vehicle Registration and Inspection Results ....................................... 6-7 Figure 6.3.1 Ambulance in Hanoi ............................................................................................. 6-9 Figure 6.3.2 Center for Receiving of 115 Calls and Dispatching Ambulance Teams ................ 6-9 Figure 6.4.1 Sound Recording Room for Traffic VOV ............................................................ 6-11 Figure 6.4.2 Traffic Monitoring Centre .................................................................................... 6-11
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Figure 6.4.3 Sample of GPS Tracking Application Software ................................................... 6-12 Figure 6.5.1 Observation Equipments on Hanoi Observation Centre ..................................... 6-13 Figure 6.5.2 Organization Chart for National Hydro-Meteorological Services (NHMS) .......... 6-15 Figure 6.5.3 Message Code for Hydro Meteorological .............................................................. 6-15 Figure 6.8.1 Sample of Badge to be Passed at the above Right Conner of Front Glass ........ 6-22 Figure 6.8.2 Sample of Pass Border Permit for Vietnam–Lao ................................................ 6-23 Figure 6.8.3 North-South Economic Corridor ......................................................................... 6-23 Figure 6.8.4 NSEC Cross-Border Trade, 2005 ....................................................................... 6-24 Figure 6.8.5 East-West Economic Corridor ............................................................................ 6-25 Figure 6.8.6 New Cross-border Transport Agreement ............................................................ 6-25 Figure 7.2.1 Framework for Incident Notification ...................................................................... 7-1 Figure 7.3.1 Framework for DSRC Probe ................................................................................ 7-3 Figure 7.4.1 Framework for GPS/WL Probe ............................................................................. 7-4 Figure 7.5.1 Framework for Traffic Information ........................................................................ 7-5 Figure 7.6.1 Framework for OBU Management ....................................................................... 7-6 Figure 7.7.1 TYPE-0 on Unshared IC-cards Issued by Road Operators .................................. 7-7 Figure 7.7.2 TYPE-1’ on Shared IC-cards Issued by a Bank (in the 1st Stage) ....................... 7-8 Figure 7.7.3 TYPE-1 on Shared IC-cards Issued by Banks (in the 2nd Stage) ........................ 7-8 Figure 7.7.4 TYPE-2 on Shared IC-cards Issued by Road Operators ...................................... 7-9 Figure 7.8.1 Framework for IC-card Operation ....................................................................... 7-10 Figure 7.9.1 Framework for Toll Enforcement Assistance ...................................................... 7-11 Figure 7.9.2 Concept of Countermeasures for Enforcing Toll Collection ................................ 7-12 Figure 7.10.1 Framework for Heavy Truck Control ................................................................... 7-13 Figure 7.11.1 Total Framework of ITS Operation ..................................................................... 7-14 Figure 8.2.1 TYPE-0 on Integrated Traffic Information/Control ................................................ 8-2 Figure 8.2.2 TYPE-1 on Shared IC-cards Issued by Banks ..................................................... 8-2 Figure 8.2.3 TYPE-1a on Toll/Traffic Crosscheck ..................................................................... 8-3 Figure 8.2.4 TYPE-1b on New Organization for Communication System Operation ................ 8-3 Figure 8.3.1 Structure of Communication Network ................................................................... 8-5 Figure 8.3.2 Hierarchical Structure on Backbone Network ....................................................... 8-6 Figure 8.3.3 Roadside Equipment Monitoring/Control in the 1st Stage .................................... 8-7 Figure 8.3.4 Typical Arrangement of Main Ring and Sub-nodes .............................................. 8-7 Figure 8.3.5 Stepwise Installation of Fiber Optic Cable ............................................................ 8-8 Figure 8.3.6 Target Capacity of Communication Network for Road Operation ......................... 8-8 Figure 8.4.1 Arrangement of the Main Centers ........................................................................ 8-9 Figure 8.4.2 Cooperation between Two Centers in a Metropolitan Area ................................ 8-10 Figure 8.4.3 Necessity of Data Exchange between Main Centers ......................................... 8-10 Figure 8.5.1 Stepwise Implementation Schedule for Traffic Information/Control .................... 8-11 Figure 8.5.2 Stepwise Implementation Schedule for Non-stop Toll Collection ........................ 8-12 Figure 8.5.3 Stepwise Implementation Schedule for Heavy Truck Control ............................. 8-12 Figure 8.5.4 Cooperation of the Main Centers around Ha Noi ............................................... 8-14 Figure 8.5.5 Cooperation of the Main Centers around Ho Chi Minh ....................................... 8-14 Figure 9.2.1 System Architecture of Implementation Package ................................................. 9-1 Figure 9.2.2 Competition in Equipment Component Market ..................................................... 9-2 Figure 9.2.3 Connectability of Interfaces .................................................................................. 9-3 Figure 9.2.4 Inter-operability of Vehicle Passage Data ............................................................ 9-3 Figure 9.3.1 Road Sections for Surveillance ............................................................................ 9-5 Figure 9.3.2 Road Sections for Information Dissemination ...................................................... 9-6
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Figure 10.2.1 Establishment of ITS Standards ......................................................................... 10-2 Figure 10.3.1 Coordinated Implementation in Ha Noi Area ...................................................... 10-4 Figure 10.3.2 Coordinated Implementation in Ho Chi Minh Area ............................................. 10-4
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ABBREVIATIONS
ADB Asian Development Bank ATM Automatic Teller Machine ATM Asynchronous Transfer Mode BOT Build Operate Transfer CBTA Cross-Border Transport Agreement CCD Charge Coupled Device CCTV Closed-Circuit Tele-Vision CDMA Code Division Multiple Access CMOS Complementary Metal Oxide Semiconductor C-to-C Center-to-Center DOT Department of Transportation DSRC Dedicated Short-range Communications DWDM Dense Wave Division Multiplexing EMV Euro Master Visa ERP Electronic Road Pricing ETC Electronic Toll Collection EVN Electricity of Vietnam EWEC East-West Economic Corridor GDP Gross Domestic Products GPS Global Positioning System GMS Grater Mekong Sub-region GSM Global System for Mobile Communications HMI Human Machine Interface IC Interchange IC-card Integrated Circuit card IEC International Electro-technical Commission IR Infrared Ray ISO International Organization for Standardization ITS Intelligent Transport Systems ITU International Telecommunication Union LED Light Emitting Diode LP License Plate MIC Ministry of Information and Communication MOT Ministry of Transport NSEC North-South Economic Corridor OBU On-Board Unit ODA Official Development Assistance PDOT Provincial Department of Transport PTQC Posts and Telemetric Quality Control Directorate RSA Rivest, Shamir and Adleman SDH Synchronous Digital Hierarchy SGM Simple Graphical Message-sign SMS Systems Management Service T-DES Triple Data Encryption Standard TDM Time Division Multiplex VATA Vietnam Automobile Transportation Association VMS Variable Massage Signs
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VNPT Vietnam Posts and Telecommunications Group VOV Voice of Vietnam VRA Vietnam Road Administration WB World Bank WIM Weigh-in-Motion WL Wireless Communication WTO World Trade Organization
The Comprehensive Study on the Sustainable Development of Transportation System in Vietnam (VITRANSS 2) Appendix: ITS Master Plan
1-1
1 INTRODUCTION
1.1 Background of Developing the Master Plan
In Vietnam, expressway construction has begun to increase rapidly. Furthermore, the burden of the construction is shared by various organizations funded by the Official Development Assistance (ODA) of many different countries, the Asian Development Bank (ADB), the World Bank (WB), and the domestic banks and the private companies as the investors of the Build Operate Transfer (BOT). Consequently, it is conceivable that the constructed expressway network will be operated by many different organizations.
On the other hand, the communication network has been achieving a remarkable breakthrough in the world. As symbolized by the Internet, information/communication services are provided through a nationwide or worldwide network that includes a number of networks operated by different organizations. ITS (Intelligent Transport systems) also actualized by data exchange among various devices and centers on the communication network in many countries. Most of the devices are standardized and provided by many different suppliers. The standardization aims at cost reduction through market competition.
Figure 1.1.1 Expressway Network Plan in Vietnam
Source: VITRANSS 2 Study Team
The Comprehensive Study on the Sustainable Development of Transportation System in Vietnam (VITRANSS 2) Appendix: ITS Master Plan
1-2
Figure 1.1.2 Conceptual Illustration of ITS
Source: VITRANSS 2 Study Team
However, the unified policy for ITS is not yet established in Vietnam, which may include toll collection, traffic information/control and communication network operation/management. If the expressway construction continues to go this way, unconformity and lack of coordination among different road sections will become apparent, and a waste of the system implementation/ operation cost and inconvenience in the expressway usage will come true.
For example, it is conceivable that incomplete standardization of the road-to-vehicle communication of ETC will bring an unhappy situation as shown in the pictures below. The drivers are required to prepare many OBUs (on-board units) for passing continuously through the different road sections.
Figure 1.1.3 Unhappy Situation by Incomplete Standardization
Source: Offered by Mr. Noguchi Note, A–H: Many OBUs in a vehicle
The first step of standardization is to clarify the policy and requirements of ITS in Vietnam. Indistinct requirement often causes useless system installation and profitless costs. Even to address congestion, different systems can be developed as below.
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Figure 1.1.4 Necessity to Clarify the Policy and Requirements
Source: VITRANSS 2 Study Team
A totally planned communication network is necessary to provide ITS services all over the country; otherwise, a number of small-scale centers are likely to be built depending on the section-by-section road construction. Such an immethodical communication network and small centers will bring complicated data exchange and profitless costs.
Figure 1.1.5 Necessity of Total Plan of Communication Network
Source: VITRANSS 2 Study Team
For the reasons mentioned above, this Master Plan is needed as the preliminary stage of standardization of ITS for the inter-city road network.
Center
Center
CCTV-based System: survey traffic accidents and crowdedness
Detector-based System: survey existence/velocity of the vehicles
To allow prompt action in case that a traffic accident causes congestion
To allow selecting time saving route in case that congestiontakes place
To address congestion
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1.2 Goals of ITS for Inter-city Road Network
Preparatory to the discussion in the Master Plan, seven goals below are proposed for ITS implementation of the inter-city road network in Vietnam.
(i) Increase operational efficiency of transportation system (ii) Provide smooth and punctual transport
(iii) Improve safety and security of transport (iv) Enhance convenience and comfort of transport
(v) Lower energy consumption and environmental costs (vi) Activate industries by developing advanced technologies
(vii) Secure smooth access to the urban arteries.
ITS serves the road users through required system operation. That is quite different from the road structures that serve road users only by construction.
Appropriateness of the goals is verified later referring to the background issues in Chapter 2.
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1.3 Scope of the Master Plan
In the Master Plan, the scope of discussion shall focus to the priority ITS user services that provide clear assistance to the road operation. A required communication system for ITS can be reasoned out from the priority ITS services. The scope of discussion can be extended to further services in the later stages.
Figure 1.3.1 Focusing in the 1st Stage and Extension in Later Stages
Source: VITRANSS 2 Study Team
The Scope of the Master Plan is the inter-city road network, mainly the expressways, and connecting sections of the urban arterial road network. ITS services shall be provided continuously to road users en route; accordingly, it is not appropriate to limit the scope of the services to only within the inter-city road network. The Scope defines the location of roadside equipment; however, the location of the centers, in-door equipment and communication network are not to be limited in the scope.
Figure 1.3.2 Scope of the Master Plan
Source: VITRANSS 2 Study Team
ITS User Services Focus
Communication System
Standardization in the 1st Stage Later Stages Later Stages
Priority ITS User Services
Inter-city Road Network Urban Arterial Road Network
(Scope of the 1st stage)
(Mainly the Expressways)
Intending ITS User Services (Extension in the Later Stages)
Connecting Sections
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1.4 Approach of the Master Plan
ITS will provide the road users with advanced services using the communication network. It will be achieved by various subsystems and by many operating bodies. Issues on ITS are to be discussed from the following three aspects in the Master Plan.
(1) Aspect of Traffic Service: “What services shall be provided?”
Various scenes of the usage of ITS are imaginable; however, ITS user services shall be prepared appropriately for the specific road network conditions and traffic characteristics in Vietnam. In the event of congestion, for example, it depends on the existing conditions of road network and traffic whether the most important thing is to remove the cause of congestion or to support appropriate route selection. ITS user services and their effects shall be discussed appropriately to the proposed goals.
(2) Aspect of Communication System: “What methods shall be adopted for each service?”
Many different system architectures can be selected for realizing an ITS service, and the implementation cost depends on the system architecture. Hence, alternatives of system architecture shall be listed and appropriate one shall be selected for service requirements and budgetary constraints. Furthermore, it shall be considered that standardization of the system has particular importance for reducing its implementation cost.
(3) Aspect of Operation Framework: “What organizations shall be set for operation?”
For successful development of ITS, the system shall be managed by appropriate operating bodies. Accordingly, requirements for the operating bodies shall be brought into discussion. Setting up of the operating bodies appropriate for the requirements and cooperation among them shall be promoted.
Figure 1.4.1 Three Aspects of Discussion in the Master Plan
Source: VITRANSS 2 Study Team
Operation Framework
Transport Service
Communication System
Issues on ITS
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1.5 Structure of the Master Plan
In the master plan, the form of ITS to be introduced to the inter-city road network in Vietnam is discussed from the three aspects aforementioned. The structure and procedure of the master plan is shown in the figure below.
Figure 1.5.1 Structure of the Master Plan
Source: VITRANSS 2 Study Team
Outlines of the discussion in each step are shown in followings.
(1) Goals of ITS for Inter-city Road Network
Preparatory to the discussion in the Master Plan, seven goals below are proposed for ITS implementation of the inter-city road network in Vietnam in the Chapter 1.
(2) Present Conditions and Background Issues of ITS
Chapter 2 aims to take a broad view of the current conditions below for discussions in the master plan, and based on the results, the background issues are summarized and correlated to the goals of ITS aforementioned.
Requirements of ITS Standards
Implementation Packages
Communication Network Framework of Road Operation using ITS
Operation Framework of ITSTotal System Architecture
System Descriptions
Service Requirements
ITS User Services and Road Map
Goals of ITS for Inter-city Road Network
Relevant Social Systems
Present Conditions and Background Issues of ITS
Road Operation/MaintenanceServices to be Provided
Urgent Issues
Transport Service
Communication System
Operation Framework
Legend:
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(i) Inter-city road network (ii) Car parking
(iii) Traffic accident (iv) Inter-city bus
(v) Cargo transportation (vi) Vehicle weight control systems
(vii) Toll collection systems (viii) Road traffic information facilities
(ix) Roadside rest facilities (x) Tourist information facilities.
(3) ITS User Services and Road Map
Priority/intending ITS user services are proposed in Chapter 3.
• Traffic information/control
• Non-stop toll collection
• Heavy truck control
• Inter-city bus assistance
• Convenient parking assistance.
The ITS user services to be cooperated in urban areas are subsequently proposed, such as road pricing. The effects provided by the services are assembled in a table related to the goals of ITS. The proposed services are finally organized in the road map of ITS with three stages of implementation and the main objectives of each stage are clarified.
(4) Road Operation/Maintenance Services to be Provided
Outlines of the road operation/maintenance are mentioned in Chapter 4. The policy of a combined toll rate system is proposed for the road network in the metropolitan area. The policies of toll revenue are mentioned and the policy of vehicle classification is assumed for the discussion in the following chapters.
Finally, the minimal service requirements for expressways are proposed for discussing the required service level of ITS quantitatively in the Master Plan.
(5) Implementation Packages
The concept of implementation packages is clarified first in Chapter 5. Subsequently, the specific implementation packages and their alternatives are defined responding to the priority ITS user services by using the following descriptions:
(i) Service requirements
(ii) Breakdown of implementation packages (iii) System descriptions
(iv) Supplementary explanation.
(6) Total System Architecture
As the result of discussion on the implementation packages, the total system architecture is illustrated for ITS implementation on the inter-city road network. The details necessary for specifying the requirements of ITS standards are shown in Appendix 1. Finally, the
Priority ITS User Services
Intending ITS User Services
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recommendations on the alternatives of the following technologies are mentioned:
(i) CCTV camera
(ii) Vehicle detection (iii) VMS (Variable Message Sign)
(iv) Road-to-vehicle communication for ETC (v) Contact-less IC-card.
(7) Relevant Social Systems
Chapter 6 aims to clarify the current conditions of the following social systems relevant to the ITS user services discussed in Chapters 3 and 5.
(i) Vehicle registration and license plate system
(ii) Road rescue management (iii) Traffic information through radio
(iv) Weather information (v) Fee payment system (for telephone service and electric/water supply)
(vi) Legal regulations of penalties (for toll cheating and overloading) (vii) Cross-border vehicle control
(viii) Telecommunication service (ix) Legal regulations for radio waves.
(8) Operation Framework of ITS
In Chapter 7, the following frameworks for operating ITS are illustrated and institutional issues and its countermeasures are discussed in consideration of the system architecture shown in Chapter 5 and Appendix 1.
(i) Framework for incident notification
(ii) Framework for DSRC probe (iii) Framework for GPS/WL probe
(iv) Framework for traffic information (v) Framework for OBU management
(vi) Framework for IC-card operation (vii) Framework for toll clearance
(viii) Framework for toll enforcement (ix) Framework for heavy truck control.
The results above are integrated conclusively into the total framework of ITS and the rolls of organizations in the framework are discussed and compiled in a table.
(9) Framework of Road Operation using ITS
Conceivable types of functional allocation for road operation are discussed first in Chapter 8, and the recommended type is indicated through the comparisons among them. The basic policies are subsequently mentioned on the following items of ITS implementation:
(i) Function allocation for road operation (ii) Arrangement and cooperation of the centers
Relevant international standardsare shown in APPENDIX-2.
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(iii) Stepwise implementation of ITS.
(10) Communication Network
Communication network is discussed from the following three aspects:
(i) Structure of backbone network
(ii) Transmission method (iii) Installation of fiber optic cable.
(11) Requirements of ITS Standards
The concept of the following key-stones of standardization is shown at the outset of Chapter 9.
• Service requirements
• System architecture
• Performance and installation of equipment
• Compatibility of equipment components
• Connectability of interfaces
• Inter-operability of data
• Communication network system.
The requirements of ITS standards are listed up for the priority ITS user services: traffic information/control, non-stop toll collection and heavy truck control. The items to be described as the requirements of ITS message/data are shown subsequently referring to ISO11179 and ISO/DIS14817. Finally, necessity and urgency of the requirements are shown in comparison with the implementation status of ITS in ongoing expressway projects.
(12) Urgent Issues
In Chapter 10, the following items are proposed as urgent issues for ITS implementation in Vietnam:
(i) Establishment of ITS standards (ii) Pilot project for coordinated implementation
(iii) Other issues on operation framework of ITS.
Shown in Chapter 5 and Appendix 1
Specified in Chapter 9
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2 PRESENT CONDITIONS AND BACKGROUND ISSUES OF ITS
2.1 General
This chapter aims to take a broad view of the current conditions below for discussions in the master plan, and based on the results, the background issues are summarized and correlated to the goals of ITS aforementioned.
(i) Inter-city road network
(ii) Car parking (iii) Traffic accident
(iv) Inter-city bus (v) Cargo transportation
(vi) Vehicle weight control systems (vii) Toll collection systems
(viii) Road traffic information facilities (ix) Roadside rest facilities
(x) Tourist information facilities
2.2 Inter-city Road Network
The national network for inter-city road has been started its implementation based on the expressway network plan (No.1734/QD-TTg) which was approved on December, 2008. The expressway is planed as 5,873 km length in total and located to be parallel to national highways. Figure 2.2.1 shows that red line is the planned expressway network and some sections with high priority are already started construction by the Japanese Loan, ADB and Domestic Funds.
The details of expressway network plan and its implementation progress in northern and southern region are summarized in Figures 2.2.2 and 2.2.3.
Although the expressway network will be formed in accordance with this plan, each section is thought to be implemented by different financial resources. Therefore, it will be afraid if deferent expressway management for traffic control and maintenance as well as ITS solution will be installed at each section.
The design guideline of expressway is regulated under TCVN5729/97 established in 1997 which defined as Express-A and Express-B. It described that expressway should be designed by “Full access control” which means that vehicle can access to expressway at the only limited points at where the inter change was designed, and pedestrian and bicycles are not allowed to enter. However, it does not describe its definition that expressway must run with parallel national highway.
And more, there are nothing in regulation and guideline for expressway which type of toll gate system (e.g. Open System or Closed System) should be applied. It affects the selection of toll fare system and ITS solution for non-stop toll gate system. Table 2.2.1 shows the explanation of difference with toll gate systems.
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Lao Cai
Noi Bai
Lang Son
Mong Cai
Ha Long
Hai Phong
Phap Van Cau Gie
Ninh Binh Thanh Hoa
Vinh Ha Tinh
Quang Tri
Da Nang
Quang Ngai
Quy Nhon
Nha Trang
Phan Thiet
Ho Chi Minh
Trung Luong
Can Tho
Ca Mau
Under ProjectADB, VEC
Under ProjectADB, VEC
Under Const. VIDIFI (BOT)
Under Project ADB, VEC
Completion 2002
Under Const. State + VEC + JICA
F/S BOT + ODA
F/S by TEDI
Not Sure
Not Sure
Not Sure
Under Project Proposed to WB + JICA
F/S by TEDI, VRA
Not Sure
F/S VRA
Dau Giay
Not Sure
Under Project VEC
Under Const. State, PMU My Thuan
Under Project ADB+JICA, VEC
Under Study BITEXCO+JICA, BOT+ODA
Figure 2.2.1 Expressway Network Plan (No. 1734/QD-TTg) Approved on December 2008
Source: VITRANSS Study Team based on No. 1344/QD-TTg
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Figure 2.2.2 Expressway Network Plan in Northern Area
Source: VITRANSS Study Team based on No. 1344/QD-TTg
Figure 2.2.3 Expressway Network Plan in Southern Area
Source: VITRANSS Study Team based on No. 1344/QD-TTg
Lang Son
Mong Cai
Ha Long
Hai Phong
Under Project ADB, VEC
Under Construction VIDIFI (BOT)
Under Project ADB, VEC
Noi Bai
Dau Giay Phan Thiet
Under Study F/S
Under Project ADB+JICA, VEC
Trung Luong
Under Const. State, PMU My Thuan
Can Tho
Under Project VEC
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Table 2.2.1 Difference with Toll Gate System on Expressway
System Open System Closed System
Conceptual Diagram
: Toll Gate
Notes
• Even vehicle can access at limited interchange, Toll fee is collected at the barrier on expressway.
• Some vehicles can run expressway without any toll fee if it does not pass barrier on its route.
• If it is charged at each toll gate, it seems to be a distance based toll fee system.
• This system is suitable for the section where there is no parallel national highway, because this section is necessary to be used for daily purpose for residential user.
• Toll fee is normally collected at the exit interchange, based on the record of entrance interchange information.
• All vehicles should pay their expressway toll fee. • It is easy to apply distance based or proportional
toll fee system. • This system is suitable for the section where
there is some parallel national highways, because this section is used for their specific propose, not daily purpose for residential user.
Source: VITRANSS 2 Study Team
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2.3 Car Parking
The parking space on road side can be found at various places in town. It is called as “Car Keeping Space” in photo right.
This planning of car keeping space should be approved by the provincial people committee, and its design and implementation plan should be approved by provincial DOT. This space can be invested by both public and private sectors. In the case of Hanoi, the Hanoi Transport Corporation is controlling 138 legal car keeping spaces, and 8 of which are located in central area as constructed parking facilities, remaining 130 of which are roadside spaces or temporally vacant spaces. However, even the biggest parking facility has only the small capacity of 1,450 vehicles and 79,000 m2 located at beside of My Dinh Bus terminal, other facilities are only the capacity of 50–150 vehicles. Figure 2.3.2 shows the location of these public parking facilities.
As for private invested parking facilities, there are rare in Hanoi City, some facilities in HCMC.
Figure 2.3.1 Car Keeping Space
Source: VITRANSS 2 Study Team
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Figure 2.3.2 Location of Public Car Parking Facilities
Source: Transerco Webpage
Ben do xe My Dinh1 1,450 vhicles
79,000 m2
Ngoc Khanh1 300 vhicles
16,500 m2
Ben do xe Nam Thang Long 50 vhicles
5,621 m2
Ben do xe Dich Vong 150 vhicles
15,279 m2
Ben do Mai Dich 100 vhicles
3,500 m2
Ben do xe Hai Boi 160 vhicles
20,000 m2
Ben do xe Kim Nguu 80 vhicles
21,917 m2
Bai do xe Dong Tau 60 vhicles
1,512 m2
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0
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15,000
20,000
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Inter-City Expressway Length (km)Injury/Fatality Accident Rate (Nos. of Accident/vehile-km)
2.4 Traffic Accident
1) Occurrence of Traffic Accidents
In Vietnam, the number of accidents, fatality and injured in 2005 comparing in 1992 are, 8,165 to 12,732, 2,755 to 11,223 (12,406 in 2009) and 9,040 to 10,047, respectively. Although the number of accidents has started decreasing since 2002, number of fatality remains as stable. It means that rate of death has been increasing, for example, the average number of fatality per day reaches more than 30 people. Following figure shows the historical data of traffic accidents.
Figure 2.4.1 Historical Data for Traffic Accidents (1992–2005)
]
Source: UBATGTQG
According to the historical data for traffic accidents in Japan, it is obviously that at the early stage of expressway development had high possibility of traffic accidents occurred because of the poor experiences for driving on expressway and lack of incidents management system. This suggests that the countermeasure for traffic accident must be installed from the first stage of expressway network development.
Figure 2.4.2 Experience for Traffic Accidents in Japan
Source: VITRANSS 2 Study Team
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2) Types of Traffic Accidents (some parts are same as VITRANSS 2 Main Report)
Herein below shows the characteristics of traffic accidents which are analyzed by traffic records in Vietnam. Note that this is the records on national highway, not on expressway.
(i) Causes of Traffic Accidents (ii) Collision Type
(iii) Occurrence Place
(1) Causes of Traffic Accidents
Table 2.4.1 shows the composition of traffic accidents by cause from 2002 to 2006. Most road traffic accidents in Vietnam are caused by road users’ errors, among which, speeding is the primary cause accounting for 25%. Road infrastructure, especially national highways, has improved significantly in the last decade, but drivers’ mindset has not changed accordingly.
As a result, road users tend to speed up in highways with relatively less traffic. Wrong overtaking by trucks, buses and passenger cars expose low-speed vehicle, such as M/Cs and bicycles, to great risk in a mixed traffic situation. Under these circumstances, strict enforcement of traffic rules and effective traffic education of road users are crucial in reducing traffic accidents. In addition, physical measures such as improvement of surface conditions, paving of shoulders, re-designing of roads, and installation of traffic signs and signals are also necessary.
Table 2.4.1 Traffic Accidents by Cause (2002–2006)
Causes Proportion (%)
2002 2003 2004 2005 2006 1. Speeding 24.4 24.1 26.0 25.8 24.8 2. Wrong Overtaking 18.9 16.8 15.8 12.7 13.7 3. Wrong Lane Shifting 17.0 17.6 16.5 16.7 18.0 4. Turning Direction without Turning Signal 4.1 3.4 2.4 1.6 1.7 5. Passing Intersection with Red Signal 1.1 0.1 1.7 0.6 0.2 6. Not Keeping Safe Distance 6.9 0.9 2.4 1.8 0.4 7. Careless Driving 15.9 12.1 8.1 10.0 8.2 8. Careless Crossing of Pedestrians 0.7 2.3 2.9 3.2 2.6 9. Others 11.0 22.7 24.2 27.6 30.4
Source: Road and Rail Transport Division, MOPS
(2) Collision Type
Figure 2.4.2 shows the composition of traffic accidents by collision type in 2001. In the case of fatality, more than 60% of fatalities are caused by accident between M/Cs and M/C with automobile. In the case of injury, accident between automobiles has higher proportion of 17% compared to other accident indicators such as the number of accidents and fatalities.
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24
32
27
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29
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10
0
0
0
8
11
17
11
9
8
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5
2
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2
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0
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0
0% 20% 40% 60% 80% 100%
Accident
Fatality
Injury
MC w/MC MC w/Car MC w/BC MC w/PedestrianMC w/Train Car w/Car Car w/BC Car w/PedestrianCar w/Train Self-collapsing Other Types
89
86
89
10
11
9
1
2
2
0
1
0
0% 20% 40% 60% 80% 100%
Accident
Fatality
Injury
Straight Curved Sloping On Bridge
Figure 2.4.3 Traffic Accidents by Collision Type (2001)
Source: People’s Police Academy (Sampled Data Analysis)
(3) Occurrence Place
Figure 2.4.4 shows the composition of traffic accidents which occurred on mid-block road section in 2001. About 90% of accidents occurred on the straight section of the road. In the case of fatality, accidents occurred on the curve section has relatively higher proportion (about 11%) as compared to the number of accidents and injuries.
Figure 2.4.4 Traffic Accidents by Road Section (2001)
Source: People’s Police Academy (Sampled Data Analysis)
For reference of understanding of road traffic situation in Vietnam, Figure 2.4.5 shows the typical situation of road traffic, such as large composition of traffic by motorcycle, flood condition in rainy season and uncontrolled at intersection.
Figure 2.4.5 Typical Situation of Road Traffic in Vietnam
Source: VITRANSS 2 Study Team
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2.5 Inter-city Bus
1) Current Services
At the current inter-city bus service, there are 3,257 routes which are approved by VRA. There are 3 major private bus companies, which are Mai Linh Express, Hoang Long Transportation Co., Ltd. and Hanoi Transport Corporation (Transerco). Mai Linh Express operates in 96 routes with 436 buses (Mini-bus with 16 seats: 356, Bus with 30 seats or above: 80), and Haong Long Transportation Co., Ltd. has more than 300 buses for inter-city services. Hoang Long transports about 1,500 passengers for Hanoi–HCMC with 14 buses per day, and it takes about 38 hours.
Figure 2.5.1 Inter-city Bus (Hoang Long Transportation Co., Ltd.)
Source: VITRANSS 2 Study Team
2) Operation and Managements
(1) Policy and Guideline of Bus Operation
According to the policy of bus service industry and governmental regulation, it is not allowed to drive more than 10 hours per day and 4 consecutive hours. For example of Hoang Long Transportation Co., Ltd., the route between Hanoi to HCMC is divided into 5 sections and deferent driver is assigned at each section, who knows well at specific region, in order to keep driving safety.
(2) Operational Management: Black Box
For preventing over speed, over continuously driving of freight and bust operation, the installation of equipment for recoding driving logs are regulated by the revised road traffic law on July 2009. It is well known the name of “Black Box” in Vietnam. Even it has been already published, the decree which is enforcement regulations are not established yet.
The items of that law are described in below. Note that the Black Box is described as "itinerary trucking equipment".
(a) Summary of Article 67: Conditions for transportation business by cars
Enterprises, cooperatives, family businesses which join transportation business by cars should have followings conditions:
(i) Business registration as per regulation,
(ii) Be sure that number of cars, quality and lifetime of cars suitable to transportation; the cars should be equipped with driving itinerary trucking equipment as per Government regulation,
(iii) Ensuring that number of drivers and crew suitable with business plan, and writing
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labor contracts should be concluded; crew should be trained with transport business practices including traffic safety; do not mobilize the driver who is prohibited from driving as regulation,
(iv) Transport operator, who is directly conducting operating transportation activities, should be specialized in transportation profession, and
(v) Having the car keeping space which is suitable with scope of enterprise, cooperative family business, meeting the requirements on order, safety, fire prevention and fighting, hygienic and environment.
For the advantaged 3 bus operator described above, this system has been already installed in their buses. However, it has not been installed in cargo transpiration yet. Mai Linh Express has started installing GPS equipment for first 18 buses with 45 seats since November, 2007, until now, 80 buses with 30 seats or above are equipped with GPS equipment. The company concluded the contract with suppliers for installing GPS equipment for all of company’s buses in coming time.
The monitoring staffs sit at the Operation Center in order to monitor and control the travel itinerary, such as illegal stop/parking and over speeds, etc. If it is shown on monitoring screen the cases of sudden breaking, over speed or opened window, the Operation Center will have contact with drivers to treat his behaviors. Each behavior will appear with different color on monitoring screen.
Figure 2.5.2 Black Box installed in Inter-city Bus, Monitoring Screen (Sample)
Source: VITRANSS 2 Study Team
From the results of interview, there are several providers for this system, and some has applied just the foreign products, so that it is proposed that MOT-DOST should make a standard for Black Box from the voice of transport industry.
(3) Bus Terminals and Ticketing
The implementation of bus terminal is regulated under the Decision No.08/2005/QD-BGTVT, Article 5: Basic requirement of bus terminal location described below.
(i) The car terminal should be connected with public transport road, convenient for passengers, near to residence areas or economic/trade center. In case the terminal is not connected to the road, it should be located very far from the public road and should have link road to public road in accordance with regulation on transport safety.
(ii) Car terminal should be built at the transit places with other transport means or near to transit place with urban bus.
(iii) Car terminal should be facilitated with clear signing post.
The provincial department of transportation is the agency for approval for management of bus terminal operation, and VRA is responsible for the national registration.
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My Dinh Kim Ma
Luong Yen
Giap Bat
Gia Lam
The following show the example of Hanoi and HCMC bus terminals.
(a) Bus Terminals in Hanoi
About five major bus terminals are located within 5–10 km from the center of Hanoi city. Each bus terminal has the routes of whole destination in Vietnam. The location of major bus terminals shows the figure below.
Figure 2.5.3 Bus Terminals in Hanoi City
Source: VITRANSS 2 Study Team
The one of the biggest bus terminal in Hanoi city is named as Giab Bat, Ben Xe Phai Nam, and its business records are 14,500 passenger/day, 900 buses/day and 120 bus routes. This bus terminal prohibits entering taxi, mainly provide connections to city buses, and a few space for motor cycle.
Figure 2.5.4 Ben Xe Nam Bus Terminals and its Layout (Hanoi) (1)
Source: VITRANSS 2 Study Team
My Dinh Kim Ma
Luong Yen
Giap Bat
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At the ticketing counter, there are normal ticket (photo in left) and excursive express bus company ticket (photo in middle and right). Note that Hoang Long Transportation Co., Ltd. is thinking to start selling e-ticket on their web site and mobile phone through e-bank accounts.
Figure 2.5.5 Ben Xe Nam Bus Terminals and its Layout (Hanoi) (2)
Source: VITRANSS 2 Study Team
There is a TV installed for the private company’s commercial. But, there is no information provision for bus passenger, which is operational status for bus schedule, timetable and so on.
(b) Bus Terminals in HCMC
There are two major bus terminals are located at more than 10 km far from the center of HCMC City. These are named as Mien Dong and Mien Tay bus terminals, respectively. Each bus terminal has different bus routes in accordance with their location. The location of these terminals is shown in Figure 2.5.7.
Table 2.5.1 Main Operation Route for each Bus Terminal
Bus Terminal Main Operation Routes Mien Dong Northern Route Hanoi, Hue, Da Nang, Hoi An, Hai Phong, Qui Nhon, Nha Trang, Dalat Mien Tay Southern Route Mỹ Tho, Can Mau, Binh Long, Long Xuyen, Chaudoc, Rạch Giá, Ha Tien
Source: VITRANSS 2 Study Team
These bus terminals are connected with city bus from Saigon Bus terminal, and also provide large sized parking for motor cycle. Photo below shows the parking space surveyed at previous study.
Figure 2.5.6 Parking for Motor Cycle (Mien Tay: left, Mien Dong: right)
Source: VITRANSS 2 Study Team
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Figure 2.5.7 Bus Terminals in HCMC City
Source: VITRANSS 2 Study Team
3) International Operation within GMS Countries
At this moment, there is not any international bus services directly bound for neighbor countries. According to the interview, it is planed that the direct service to Thailand will be opened using the east-west route of GMS.
Mien Tay
Thuong
Mien Dong
Ben Thain
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2.6 Cargo Transportation
1) Current Status of Cargo Industry
According to the statistical yearbook of Vietnam, 2007, the volume of freight traffic by the road in 2006 has been increased about 2.3 times in tonnage based and 2.6 times in ton-km based since the year in 2000. The averaged distance has been also increased as 60.8 km from 55.2 km.
There are major freight hauling companies in Hanoi, Hai Hong, Da Nang and HCMC, in other regions there are small sized companies which is blanched and cooperated of major companies.
Main issues for cargo transportation are pointed out, that is bad conditions of road surface and different and poor loading capacity for bridges.
Regarding to the restriction of truck for entering urban area, there are 3 decisions.
(a) Decision No.12/2001/QD-UB (March 22, 2001): Types of vehicles which are not allowed to enter the capital area of Hanoi are regulated by Hanoi peoples’ committee.
(b) Decision No.186/2006/QD-UBND (December 29, 2006): Trucks are not allowed to drive in rush hours in the urban are of HCMC by HCMC peoples’ committee.
(c) Decision No.121/2007/QD-UBND (September 19, 2007): Large vehicles are prohibited entering in urban area of HCMC peoples’ committee.
The current status of operation for freight transport as follows.
(i) Container trailer is used for long distance transportation as Hanoi–HCMC (ii) Speed is regulated under national standards as not more than 50 km/h and 30 km/h in
town area and 80 km/h in rural area (Averaged speed is about 40 km/h) (iii) For the transportation between Hanoi–HCMC in the length of 1,750 km, normally, it
takes about 55–60 hours including the parking for driver’s rest which spent about 15% of total. Some companies take safer operation so that it takes about 72 hours for this route.
(iv) According to the national regulation, drivers must not dive more than 4 continuously hours or 10 hours per day. Cargo transport industry efforts to allocate 2 drivers on the vehicle.
(v) The communication between driver and operator uses mobile phone, not by radio wave.
Regarding to the Black Box in freight transportation, it is already described in previous section that it is not started installing this equipment in trucks yet.
For ensuring safer driving, VATA conducts drivers training by guidelines supported by MOT.
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2.7 Vehicle Weight Control Systems
1) Introduction
According to the Study on “Vietnam Road Safety Phase 2 and Load Control (CONSIA)” shows that all trucks tend to carry overload. The data shows that
(i) On National Highway Route 3, the rate of overloaded trucked varies from 28% to 90%. (ii) On Notational Highway Route 5 (surveyed in May 2006), 30% overloaded trucks with
overloaded rate of 200% in terms of weight.
2) Law and Regulation for Vehicle Weight Control
There are law and regulations for vehicle weight control as below.
(i) Decision of MOT, No 60/2007/QĐ-BGTVT, dated 07/12/2007 (replaced Decision, No 2074/2003/QĐ-BGTVT, dated 16/7/2003 & Decision No 09/2004/QĐ-BGTVT, dated 23/6/2004)
(ii) Decree, No 146/2007/NĐ-CP, dated 14/09/2007
(iii) Decision, No 20/2008/QĐ-BGTVT, dated 02/10/2008 (iv) Circular, No 21/2001/TT-BGTVT, dated 10/12/2001
(v) Decision, No 05/2007/QĐ-BGTVT, dated 02/02/2007 (replaced Decision, No 42/2005/QĐ- BGTVT, dated 16/9/2005)
The Decree No 146/2007/NĐ-CP specifies the types of violation, penalty and procedures against violators.
3) Historical and Current Enforcement Method
In 2003, Prime Minister gave the decision to establish 27 vehicle weight stations on national highways (according to decision No 455/TTg dated 04/09/2003), this is static weight stations and some portable weight equipments. At the each weight station included 3 forces, such as (i) Traffic Inspectors (staffs of Ministry of Transport), (ii) Traffic Polices and (iii) Military Inspectors. After some years, the traffic polices and military inspectors were no longer work in the weight stations. Then, all of 27 vehicle weight stations had been stopped their works since October, 2003. Table 2.7.1 shows the location of 27 weight stations.
The Vietnam Government issued in the document No 1882/TTg-CN, dated 03/12/2007, that the pilot project will be conducted by modernize and restore of 2 weight stations in Dong Nai Province & Quang Ninh Province.
4) Pilot Project for Weight Control (Weigh-in-Motion) at Dau Giay
According to Invitation Letter of VRA, No 38/CĐBVN-KHCN & HTQT, the general requirements of pilot project for weight control at Dau Giay are as follows;
(i) Ability to control load on each lane separately (ii) The vehicle must be tested at WIM System before the inspection at static weight
system. (iii) The system must have CCTV System to record images, number plate, time, images of
staff in the operation static weight system. (iv) The system must connect to the data system of VRA
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(v) This pilot project has been started since March, 2009 at Dau Giay on national highway route No 1, and planning another implementation at national highway rout 13. The purpose of this project aims to find the suitable procedure and technical requirements for modern weigh control and to apply to develop 27 weigh station described above.
Table 2.7.1 List of 27 Weight Stations on National Highway
Station Name Location Station Name Location 1 Pho Huong Station Km57, QL3, Thai Nguyen 15 Ba Di Station Km1214+500, QL1, Binh Dinh 2 Bac Ninh Station Km138+70057, QL1, Bac Ninh Town 16 Phu Yen Station Km1537+500, QL1, TX Tuy Hoa 3 QUANG NINH Station Km103+800, QL18, Hoanh Bo 17 Madrak Station Km62+900, QL26, Dac Lac 4 Vinh Phuc Station Km47, QL2, Vinh Phuc 18 Kien Duc Station Km871+089, QL14, Dac Nong 5 Ky son station Km63, QL6, Hoa Binh 19 Ca Du Station Km1551, QL1, Ninh Thuan 6 Quan Toan Station Km87, QL5, Hai Phong 20 Chon Thanh Station Km68+800, QL13, Binh Phuoc 7 Phu thuy Station Km15, QL5, Gai Lam, Ha noi 21 Suoi Sau Station Km31, QL22, Tay Ninh 8 Phu Ly Station Km231, QL1, Ha Nam Town 22 Dau Giay Station Km1846+700, QL1, Dong Nai 9 Hong Linh Station Km481, QL1, Ha Tinh 23 Binh Phuoc Station Km1888+600, QL1, Tp.HCMC
10 Nam Gianh Station Km657, QL1, South of Pha Gianh (Quang Binh)
24 Ben Luc Station Km1934, QL1, Long an
11 Cam lo Station Km15, QL9, Quang Tri 25 My thuan Station Km2028, QL1, Vinh Long 12 Que Son Station Km965+500, QL1, Quang Nam 26 Hau Giang Station Km2068, QL1, Can tho 13 Ba To Station Km18+250, QL24, Quang Ngai 27 My Tu Station Km2126, QL1, Soc Trang 14 Tru A Station Km159+750, QL19, Gia Lai
Source: VITRANSS 2 Study Team
It is operated by 4 officers who belong to different organization (i.e. VRA-RRMU, PDOT-Traffic Inspector, Military Control and Provincial Traffic Police) based on the agreement with MOT and People’s Committee.
The technical requirements of this system which has “Static Weigh System” and “Weigh-in-Motion (WIM) System” are described in table below.
The procedure of this system which is installed in Gau Diay is following steps. The photo of WIM and static weigh system is shown below.
(i) A vehicles go to the WIM System, it will activity and measure parameters such as: weight, the distance of axle, Number plate, image of vehicle, parameters are calculated and transmitted to the control center at Static Weight System.
(ii) If the vehicle is overloaded, the system with lamps and will display alerts for the stations. Overloaded Vehicles need go to the Static Weight System to check again.
(iii) If the vehicle is not overloaded, passing to the system without stop.
(iv) When vehicle is overload for second check at Static Weight System: If overload, staff will penalty and require drivers remove of goods.
(v) All data, pictures, will be displayed on the monitor in Control center, restored, processed
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Table 2.7.2 Technical Requirements of Static Weight System and WIM System
System Static Weight System Weigh-in-Motion (WIM) System
Technical Requirements
• Measure the load of each vehicle axles • Maximum load allowed: Not more than
30 tons • Accuracy: 3 tons • Software can record all information and
calculate the weight of the vehicle. • Allows setting up and changing the
threshold for the overloaded: axles, group of axles and vehicle.
• Entry and store data of vehicle in the inspection processing.
• Statistics and general data, data connection between WIM and static weight system
• The system must register with the measurement quality of Vietnam
• Measure the load of each vehicle axles • Maximum load of axle allowed: Not more
than 20 tons • Speed of vehicle through WIM System: Not
more than 50 km/h • Determine the speed run, the distance of
axles, No. axles and total weight of vehicle • Allows setting up and changing the
threshold for the overloaded: axles, group of axles and vehicle.
• Automatically detect overloaded by axle weight and the total weight of the vehicle
• System controls traffic alerts overloaded vehicles go to the static weight system
• System statistics the volume and classification of vehicles go through the station
• Data connection between WIM and static weight system
• Accuracy: Not more than 10% for the weight of axle, 3% for speed, 0.2m for the distance of axle
Source: VITRANSS 2 Study Team
Figure 2.7.1 WIM System (photo left) / Static Weigh System (photo right)
Source: VITRANSS 2 Study Team
Details and layout of this system are described in below.
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Figure 2.7.2 System Layout for Pilot Project
Source: VITRANSS 2 Study Team
5) Issues for Overloading
Based on the results of interview survey to Vietnam Automobile Transportation Association (VATA), some issues are pointed out for current countermeasure for overloading.
(i) The opinions raised from hauling firms are that only gross net weight would be better to check not both gross net and axial weight.
(ii) Future weight control on expressway must be harmonized with the national highway one. (It is important of reloading excess weight for national highway, therefore, it is not considered the post charged and penalty for overloaded vehicles)
(iii) Reloading at the site is compulsion when it is overloaded. It is not allowed to pass through after it is found as overloaded.
(iv) The overloading is happened from driver’s decision after contract with hauling firm and client. Therefore, it is natural for applying penalty to driver.
On the other hand, it is sounded that driver can not select what they bring, only obey
1. Board: Speed Limited, and distance between vehicles.
2. Spot Light. 3. Edge of speed Limited. 4. Soft separation 5. Loops 6. Quartz Sensors 7. ANPR Camera 8. CCTV Camera 9. CCTV Camera 10. Electronic Display Board 11. Red Light for direction vehicle to go to Static
weight System 12. Green Light for direction vehicle to go to Static
weight System 13. Display Board, display number plate of overload
vehicles 14. Display Board for direction vehicle to go to Static
weight System 15. Poles for equipments (camera, Display, lights) 16. Road interface 17. Controller Cabinet for WIM
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client’s order, so that overloading must be caused by client.
In the current decision, it is written that the penalty will be charged to transport operator, not to driver. However, at the site, driver is charged on behalf of hauling firm, it is not in accordance with regulation.
For the special permission for extra-sized vehicles, VRA is a responsible organization for requesting of submission for route and vehicle details from operator.
Figure 2.7.3 Static Weighbridge
Source: VITRANSS 2 Study Team