Agenda : Definisi BIM Peran & Manfaat Adaptasi BIM Integrasi Teknik BIM Modeling, DTM, Hasil Implementasi di Tol Soker Penelaahan pemenuhan Kriteria DED Geometri Jalan Penelaahan kesesuian Geometri dan Clearance Overpass Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP 1
Definisi BIM (Building Information Modeling) Mekanisme Generik yang dapat diadaptasikan dalam Project Development, Delivery & Operation Maintenance Process & procedure, untuk mendukung tercapainya sasaran kinerja efisiensi dan efektifitas 2
Agenda : Definisi BIM Peran & Manfaat Adaptasi BIM Combining 3D BIM Modeling Technique And Hasil Implementasi di Tol Soker Penelaahan pemenuhan Kriteria DED Geometri Jalan Penelaahan kesesuian Geometri dan Clearance Overpass Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP 3
Peran & Manfaat Adaptasi BIM Meningkatkan efisiensi Perencanaan Pelaksanaan, serta meningkatkan efektifitas koordinasi Pelaksanaan, penyelenggaraan proses Project Development & Delivery, O&M melalui fasilitasi kemudahan/ Kepraktisan pemahaman muatan informasi Lingkup Pekerjaan dalam Gambar dan Dokumentasi DED menggunakan metoda pembentukan FULL SCALE 3D DIGITAL (BIM Model). 4
Peran & Manfaat Adaptasi BIM Untuk Mendukung Kesinambungan Komunikasi muatan Informasi Teknis Planning, Programming Budgeting Basic Design, DED Construction Operation & Maintenance BIM Support Improved coordination BIM Support Information continuity across process Muatan Informasi Teknis BIM support Better informed decisions 5
BIM Modeling untuk Mendukung Highway DED, Design Review, Value Engineering Project Management Existing Topography Flooding Risk Assessment Strom Drain, Culvert optimize Survey Land Development Digital Terrain Model Corridor Selection, Alignment Design Integrated Infrastructure 3D BIM Model Balance Cut & Fill Quantity Take off & Cost Estimate Coordinated DED Document Geotechnique Geology Slope Stability Risk Assessment Tunnel, Bridge, OP, UP, IC,FO PB, JP, Toll Gate Design Review, Value Engineering, Quality Control 10/15/2016 6
BIM Modeling mendukung Integrasi muatan informasi Paket Paket Pekerjaan 7
BIM dapat di adaptasi mendukung Sub process berikut: Infrastructure Master Planning Programming & Budgeting Feasibility Study + Basic Design Detail Engineering Design (DED) & Quantity Take Off (QTO) Design Review & Value Engineering (VE) DED Drawing Coordination & Constructability Review Construction Method & Schedule Simulation (construction Planning) Shop Drawing Production & As Built Drawing Production Asset OM Management 8
Agenda : Definisi BIM Peran & Manfaat Adaptasi BIM Integrasi Teknik BIM Modeling, DTM, Hasil Implementasi di Tol Soker Penelaahan pemenuhan Kriteria DED Geometri Jalan Penelaahan kesesuian Geometri dan Clearance Overpass Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP 9
Integrasi Teknik BIM Modeling, DTM, 3D BIM Model (Surface) COMBINING 3D BIM MODELING & SATELLITE PICTURE TILES SATELLITE PICTURE TILES 10
Integrasi Teknik BIM Modeling, DTM, 3D BIM Model (Surface) 11
Integrasi Teknik BIM Modeling, DTM, SATELLITE PICTURE TILES 12
Integrasi Teknik BIM Modeling, DTM, COMBINING 3D BIM MODELING & SATELLITE PICTURE TILES 13
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 14
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 15
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 16
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 A 17
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 6.3 m View A 18
Integrasi Teknik BIM Modeling, DTM, B C 19
Integrasi Teknik BIM Modeling, DTM, 3.4 m View B 20
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 1.5 m 7.2 m View C 21
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 OP DEGUNGAN D 22
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 OP DEGUNGAN 6.2 m View D 10/15/2016 23
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 E F 10/15/2016 24
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 8 m 7.7m View E
Integrasi Teknik BIM Modeling, DTM, Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900 6 m 1m View F
Alignment: CL MAIN ROAD Sample Line Group: Main Road Start Sta: 6+000.000 End Sta: 7+000.000 Cut & Fill Volume Report Station Cut Area (Sq.m.) Cut Volume (Cu.m.) Reusable Volume (Cu.m.) Fill Area (Sq.m.) Fill Volume (Cu.m.) Cum. Cut Vol. (Cu.m.) Cum. Reusable Vol. (Cu.m.) Cum. Fill Vol. (Cu.m.) Cum. Net Vol. (Cu.m.) 6+000.000 1.72 0.00 0.00 106.13 0.00 0.00 0.00 0.00 0.00 6+025.000 1.94 45.80 45.80 114.30 2755.45 45.80 45.80 2755.45-2709.64 6+050.000 2.03 49.71 49.71 130.77 3063.40 95.51 95.51 5818.85-5723.33 6+075.000 2.11 51.87 51.87 142.78 3419.43 147.38 147.38 9238.27-9090.89 6+100.000 1.98 51.21 51.21 152.72 3693.80 198.59 198.59 12932.08-12733.49 6+125.000 2.00 49.74 49.74 157.89 3882.62 248.33 248.33 16814.70-16566.37 6+150.000 1.95 49.36 49.36 162.64 4006.68 297.69 297.69 20821.38-20523.69 6+175.000 1.91 48.28 48.28 166.07 4108.94 345.96 345.96 24930.32-24584.36 6+200.000 1.90 47.70 47.70 169.78 4198.12 393.66 393.66 29128.44-28734.78 6+225.000 1.84 46.77 46.77 183.15 4411.57 440.42 440.42 33540.01-33099.58 6+250.000 1.88 46.49 46.49 193.14 4703.64 486.91 486.91 38243.65-37756.74 6+275.000 1.92 47.49 47.49 189.68 4785.32 534.41 534.41 43028.97-42494.57 6+300.000 1.92 47.92 47.92 167.51 4464.90 582.33 582.33 47493.88-46911.55 6+325.000 1.92 47.92 47.92 167.12 4182.94 630.25 630.25 51676.81-51046.56 6+350.000 1.92 47.92 47.92 169.37 4206.16 678.17 678.17 55882.97-55204.80 6+375.000 2.10 50.21 50.21 169.35 4234.05 728.38 728.38 60117.01-59388.63 6+400.000 2.15 53.14 53.14 162.70 4150.70 781.52 781.52 64267.72-63486.20 6+425.000 2.08 52.87 52.87 156.86 3994.54 834.39 834.39 68262.26-67427.87 6+450.000 2.00 51.03 51.03 142.01 3735.91 885.42 885.42 71998.17-71112.75 6+475.000 1.97 49.68 49.68 130.94 3411.86 935.09 935.09 75410.03-74474.94 6+500.000 1.97 49.21 49.21 134.49 3317.80 984.31 984.31 78727.83-77743.52
Alignment: CL MAIN ROAD Sample Line Group: Main Road Start Sta: 6+000.000 End Sta: 7+000.000 Material Volume Report Area Type Area Inc.Vol. Cum.Vol. Sq.m. Cu.m. Cu.m. Station: 6+000.000 Rigid Pavement 4.180 0.000 0.000 Lean Concrete 1.440 0.000 0.000 Agg Base A 6.640 0.000 0.000 Station: 6+025.000 Rigid Pavement 4.180 104.400 104.400 Lean Concrete 1.440 36.000 36.000 Agg Base A 6.640 165.900 165.900 Station: 6+050.000 Rigid Pavement 4.180 104.400 208.800 Lean Concrete 1.440 36.000 72.000 Agg Base A 6.640 165.900 331.800 Station: 6+075.000 Rigid Pavement 4.180 104.400 313.200 Lean Concrete 1.440 36.000 108.000 Agg Base A 6.640 165.900 497.700 Station: 6+100.000 Rigid Pavement 4.180 104.400 417.600 Lean Concrete 1.440 36.000 144.000 Agg Base A 6.640 165.900 663.600
Agenda : Definisi BIM Peran & Manfaat Adaptasi BIM Combining 3D BIM Modeling Technique And Hasil Implementasi di Tol Soker Penelaahan pemenuhan Kriteria DED Geometri Jalan Penelaahan kesesuian Geometri dan Clearance Overpass Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP 29
Pilihan Ilustrasi Hasil Implementasi Integrasi Teknik BIM Modeling, DTM, Penelaahan pemenuhan Kriteria DED Geometri Jalan Penelaahan kesesuaian Geometri dan Clearance Overpass Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP 30
Penelaahan pemenuhan Kriteria DED Geometri Jalan Video Clip Fly Through 1 - SS Kartosuro Video Clip Fly Through 2 - SS Kartosuro Video Clip Drive Through- SS Kartosuro 31
Penelaahan pemenuhan Kriteria DED Geometri Jalan Video Clip Fly Through 1 - SS Adi Sumarmo Video Clip Fly Through 2 - SS Adi Sumarmo Video Clip Drive Through- SS Adi Sumarmo 32
Penelaahan pemenuhan Kriteria DED Geometri Jalan Video Clip Fly Through 1 - SS Solo Video Clip Fly Through 2 - SS Solo Video Clip Drive Through- SS Solo Video Clip Drive Through Akses 33
Penelaahan pemenuhan Kriteria DED Geometri Jalan Video Clip Fly Through 1 - SS Purwodadi Video Clip Fly Through 2 - SS Purwodadi Video Clip Drive Through- SS Purwodadi 34
Penelaahan kesesuaian Geometri dan Clearance Overpass 4.9 m Video Clip Drive Throughv 35
Penelaahan kesesuaian Geometri dan Clearance Overpass 36
Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP OVERPASS DEGUNGAN RAMP 2 SS KERTOSURO 37
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