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Agenda : Definisi BIM Peran & Manfaat Adaptasi BIM Integrasi Teknik BIM Modeling, DTM,
Geo-Referenced Satelitte Picture Tiles Hasil Implementasi di Tol Soker
Penelaahan pemenuhan Kriteria DED Geometri Jalan Penelaahan kesesuian Geometri dan Clearance OverpassIntegrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP
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Mekanisme Generik yang dapat diadaptasikandalam Project Development, Delivery &Operation Maintenance Process & procedure,untuk mendukung tercapainya sasaran kinerjaefisiensi dan efektifitas
DefinisiBIM (Building Information Modeling)
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Agenda : Definisi BIM Peran & Manfaat Adaptasi BIM Combining 3D BIM Modeling Technique And
Geo-Referenced Satelitte Picture Tiles Hasil Implementasi di Tol Soker
Penelaahan pemenuhan Kriteria DED Geometri Jalan Penelaahan kesesuian Geometri dan Clearance OverpassIntegrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP
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Peran & Manfaat Adaptasi BIM
Meningkatkan efisiensi Perencanaan Pelaksanaan,serta meningkatkan efektifitas koordinasi Pelaksanaan,penyelenggaraan proses Project Development &Delivery, O&M melalui fasilitasi kemudahan/ Kepraktisanpemahaman muatan informasi Lingkup Pekerjaan dalamGambar dan Dokumentasi DED menggunakan metodapembentukan FULL SCALE 3D DIGITAL (BIM Model).
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Peran & Manfaat Adaptasi BIMUntuk Mendukung Kesinambungan Komunikasi muatan Informasi Teknis
Planning,Programming
Budgeting
Basic Design,DED Construction Operation &
Maintenance
Mua
tan
Info
rmas
i Te
knis
BIM support
Better informed decisions
BIM Support
Improved coordination
BIM Support
Information continuityacross process
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Survey
Existing Topography
GeotechniqueGeology
BalanceCut & Fill
Quantity Take off &
Cost Estimate
Coordinated DED Document
Project Management
Design Review, Value Engineering, Quality Control
Flooding Risk Assessment
Strom Drain,Culvert
Slope Stability Risk Assessment
Tunnel, Bridge, OP, UP, IC,FO
PB, JP, Toll Gate
optimize
Corridor Selection, Alignment Design
Integrated Infrastructure 3D BIM Model
Land Development
Digital Terrain Model
BIM Modeling untuk Mendukung Highway DED, Design Review, Value Engineering
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BIM Modeling mendukung Integrasi muatan informasi Paket –Paket Pekerjaan
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BIM dapat di adaptasi mendukungSub process berikut:
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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
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Agenda : Definisi BIM Peran & Manfaat Adaptasi BIM Integrasi Teknik BIM Modeling, DTM,
Geo-Referenced Satelitte Picture Tiles Hasil Implementasi di Tol Soker
Penelaahan pemenuhan Kriteria DED Geometri Jalan Penelaahan kesesuian Geometri dan Clearance OverpassIntegrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP
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10
COMBINING 3D BIM MODELING & SATELLITE PICTURE TILES
SATELLITE PICTURE TILES
3D BIM Model (Surface)
Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
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3D BIM Model (Surface)
Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
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Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
SATELLITE PICTURE TILES
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Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
COMBINING 3D BIM MODELING & SATELLITE PICTURE TILES
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Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900
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Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900
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16
Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900
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A
Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900
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6.3 m
View A
Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900
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B
C
Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
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20
View B
Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
3.4 m
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7.2 m
View C
1.5 m
Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900
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Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900
D
OP DEGUNGAN
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10/15/2016 23
Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900OP DEGUNGAN
6.2 m
View D
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10/15/2016 24
Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900
E
F
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Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900
View E
8 m 7.7m
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Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Ruas Colomadu - Karanganyar STA -0+900 s/d STA 20+900
View F
6 m1m
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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 0.006+025.000 1.94 45.80 45.80 114.30 2755.45 45.80 45.80 2755.45 -2709.646+050.000 2.03 49.71 49.71 130.77 3063.40 95.51 95.51 5818.85 -5723.336+075.000 2.11 51.87 51.87 142.78 3419.43 147.38 147.38 9238.27 -9090.896+100.000 1.98 51.21 51.21 152.72 3693.80 198.59 198.59 12932.08 -12733.496+125.000 2.00 49.74 49.74 157.89 3882.62 248.33 248.33 16814.70 -16566.376+150.000 1.95 49.36 49.36 162.64 4006.68 297.69 297.69 20821.38 -20523.696+175.000 1.91 48.28 48.28 166.07 4108.94 345.96 345.96 24930.32 -24584.366+200.000 1.90 47.70 47.70 169.78 4198.12 393.66 393.66 29128.44 -28734.786+225.000 1.84 46.77 46.77 183.15 4411.57 440.42 440.42 33540.01 -33099.586+250.000 1.88 46.49 46.49 193.14 4703.64 486.91 486.91 38243.65 -37756.746+275.000 1.92 47.49 47.49 189.68 4785.32 534.41 534.41 43028.97 -42494.576+300.000 1.92 47.92 47.92 167.51 4464.90 582.33 582.33 47493.88 -46911.556+325.000 1.92 47.92 47.92 167.12 4182.94 630.25 630.25 51676.81 -51046.566+350.000 1.92 47.92 47.92 169.37 4206.16 678.17 678.17 55882.97 -55204.806+375.000 2.10 50.21 50.21 169.35 4234.05 728.38 728.38 60117.01 -59388.636+400.000 2.15 53.14 53.14 162.70 4150.70 781.52 781.52 64267.72 -63486.206+425.000 2.08 52.87 52.87 156.86 3994.54 834.39 834.39 68262.26 -67427.876+450.000 2.00 51.03 51.03 142.01 3735.91 885.42 885.42 71998.17 -71112.756+475.000 1.97 49.68 49.68 130.94 3411.86 935.09 935.09 75410.03 -74474.946+500.000 1.97 49.21 49.21 134.49 3317.80 984.31 984.31 78727.83 -77743.52
Alignment: CL MAIN ROADSample Line Group: Main RoadStart Sta: 6+000.000End Sta: 7+000.000
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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 0.000Lean Concrete 1.440 0.000 0.000Agg Base A 6.640 0.000 0.000
Station: 6+025.000
Rigid Pavement 4.180 104.400 104.400Lean Concrete 1.440 36.000 36.000Agg Base A 6.640 165.900 165.900
Station: 6+050.000
Rigid Pavement 4.180 104.400 208.800Lean Concrete 1.440 36.000 72.000Agg Base A 6.640 165.900 331.800
Station: 6+075.000
Rigid Pavement 4.180 104.400 313.200Lean Concrete 1.440 36.000 108.000Agg Base A 6.640 165.900 497.700
Station: 6+100.000
Rigid Pavement 4.180 104.400 417.600Lean Concrete 1.440 36.000 144.000Agg Base A 6.640 165.900 663.600
End Sta: 7+000.000
Alignment: CL MAIN ROADSample Line Group: Main RoadStart Sta: 6+000.000
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Agenda : Definisi BIM Peran & Manfaat Adaptasi BIM Combining 3D BIM Modeling Technique And
Geo-Referenced Satelitte Picture Tiles Hasil Implementasi di Tol Soker
Penelaahan pemenuhan Kriteria DED Geometri Jalan Penelaahan kesesuian Geometri dan Clearance OverpassIntegrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP
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Pilihan Ilustrasi Hasil ImplementasiIntegrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles
Penelaahan pemenuhan Kriteria DED Geometri Jalan Penelaahan kesesuaian Geometri dan Clearance OverpassIntegrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP
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Penelaahan pemenuhan Kriteria DED Geometri Jalan
Video Clip Fly Through 1 - SS Kartosuro
Video Clip Drive Through- SS Kartosuro
Video Clip Fly Through 2 - SS Kartosuro
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Penelaahan pemenuhan Kriteria DED Geometri Jalan
Video Clip Fly Through 1 - SS Adi Sumarmo
Video Clip Drive Through- SS Adi Sumarmo
Video Clip Fly Through 2 - SS Adi Sumarmo
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Video Clip Fly Through 1 - SS Solo
Video Clip Drive Through- SS Solo
Video Clip Fly Through 2 - SS Solo
Video Clip Drive Through Akses
Penelaahan pemenuhan Kriteria DED Geometri Jalan
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Video Clip Fly Through 1 - SS Purwodadi
Video Clip Drive Through- SS Purwodadi
Video Clip Fly Through 2 - SS Purwodadi
Penelaahan pemenuhan Kriteria DED Geometri Jalan
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Video Clip Drive Throughv
4.9 m
Penelaahan kesesuaian Geometridan Clearance Overpass
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Penelaahan kesesuaian Geometridan Clearance Overpass
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Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP
RAMP 2 SS KERTOSURO
OVERPASS DEGUNGAN
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Terima Kasih
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