Bantuan:Kandungan
1.0 PENDAHULUAN 1.1 Tujuan Laporan 1.2 Objektif 2.0 LATAR BELAKANG PROJEK 2.1 Perundingan Teknikal 2.2 Laporan Jawatankuasa Teknikal 2.3 Perjanjian Konsesi 2.4 Kajian Kemungkinan 3.0 PENILAIAN DAN PERANCANGAN PROJEK 3.1 Penilaian Guna Tanah (Lanu Use) 3.1.1 Settlement Hierarchies 3.1.2 Land Use Pattern Evaluation 3.1.3 Future Land Use Characteristic 3.1.4 Future Land Use Zoning 3.2 Sosio Ekonomi 3.2.1 Population 3.2.2 Employment 3.2.3 Gross Domestic Product (GDP) 3.3 Sistem Pengangkutan Sedia Ada 3.3.1 Pengangkutan Jalan 3.3.2 Rail Transport 3.3.3 Pengangkutan Udara 3.3.4 Maritim (Perkapalan / Pelabuhan) 3.4 Sistem Rangkaian Jalan Sedia Ada dan Keadaan Trafik Semasa 3.4.1 Konfigurasi Rangkaian Lebuhraya Sedia Ada 3.4.2 Traffic Demand 3.4.3 Keselamatan Jalan (Road Safety) 3.4.4 Tahap Perkhidmatan Jalan (LOS) 3.5 Kajian Trafik 3.5.1 Kajian Origin- Destination (OD Survey) 3.5.2 Trip Purpose 3.5.3 Vehicle Occupancy 3.5.4 Kajian Screen Line 3.5.5 Average Peak Hour & 16 Hour Traffic 3.5.6 Traffic Volume 3.5.7 Travel Time Survey 3.5.8 Junction Turning Movement 3.6 Traffic Modelling and Traffic Demand Forecasting 3.6.1 Traffic Modelling 3.6.1.1 Development of Base Year Network 3.6.1.2 Development of Base Year Matrix 3.6.1.3 Model Validation 3.6.2 Traffic Demand Forecasting 3.6.2.1 Traffic Generation & Distribution 3.6.2.2 Future Highways & Road Network 3.6.2.3 Future Traffic Forecast 3.7 Rangkaian Pembangunan Lebuhraya Baru 3.7.1 Sistem Rangkaian Lebuhraya 3.7.2 Dayamaju Projek 3.7.3 Topografi 3.7.4 Land Use Constrain 3.8 Benefit Cost Analysis 3.8.1 Initial Capital Cost 3.8.2 Vehicle Cost Saving 3.8.3 Crash Cost Savings 3.9 Penilaian Impak Sosial 3.10 Penilaian Alam Sekitar 3.10.1 Akta Alam Sekitar 3.10.2 Air Quality 3.10.3 Noise Quality 3.10.4 Laporan EMP 4.0 REKABENTUK 4.1 Mainline 4.1.1 Pakej 1 4.1.2 Pakej 2 4.1.3 Pakej 3 4.2 Interchange 4.2.1 Trumpet Interchange 4.2.2 Clover Leaf 4.3 Design of Bridge Foundation Systems 4.4 Design of Bridge Abutments 4.5 Design of Approach Slab 4.6 Design of Pier 4.7 Design of Pylon 4.8 Effective Drainage and Erosion Control Methods 5.0 PEMBINAAN 5.1 Consolidation Settlement of Foundation Soil 5.1.1 Initial Consolidation 5.1.2 Primary Consolidation 5.1.3 Secondary Consolidation 5.2 Compaction and Consolidation of Backfill Material 5.3 Drainage and Soil Erosion 5.4 Types of Bridge Abutments 5.4.1 Integral Abutments 5.4.2 Non-Integral Abutments 5.4.3 Closed Abutment or U-Type 5.4.4 Stub or Shelf Abutment 5.5 Approach Slab Design 5.6 Skewness of the Bridge 5.7 Type of Ground Treatment 5.7.1 Improvement of Embankment Foundation Soil 5.7.2 Excavation and Replacement 5.7.3 Preloading/Precompression 5.7.4 Surcharge Loads 5.7.5 Dynamic Compaction 5.7.6 Vertical Drains 5.7.7 Stone Columns 5.7.8 Improvement of Approach Embankment/Backfill Material 5.7.9 Mechanically Stabilized Earth (MSE) Wall 5.7.10 Geosynthetic Reinforced Soils (GRS) 5.8 Pembinaan Bangunan 5.8.1 Plaza Tol 5.8.2 Administration Block 5.8.3 Supervision Building 5.8.4 Maintenance Office 5.8.5 Surau 5.8.6 Tandas 5.8.7 Ancilary Building 5.8.8 TNB Substation 5.9 Video Proses Kerja Pembinaan(Method of Statement) 5.9.1.1 Proses Pembinaan Pile Cap 5.9.1.2 Pemasangan Steel Fender: 5.9.1.3 Proses Pembinaan Pier 5.9.1.4 Construction of the Pylons for the cable-stayed bridge at Main Navigational 5.9.1.5 18 stage Cable Stay Deck Construction 5.10 Pengurusan dan Impak Alam Sekitar 6.0 GAMBAR TAPAK 7.0 RUJUKAN 8.0 LAMPIRAN-LAMPIRAN
