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 Hasil Implementasi di Tol Soker  IntegrasiTeknikBIM Modeling, DTM, Geo-Referenced SatelittePicture Tiles  Peran & ManfaatAdaptasiBIM  DefinisiBIM Agenda :

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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 Overpass Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP

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Mekanisme Generik yang dapat diadaptasikan dalam Project Development, Delivery &

Operation Maintenance Process & procedure, untuk mendukung tercapainya sasaran kinerja efisiensi dan efektifitas

Definisi

BIM (Building Information Modeling)

2

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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 Overpass Integrasi 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/ Kepraktisan pemahaman muatan informasi Lingkup Pekerjaan dalam Gambar dan Dokumentasi DED menggunakan metoda pembentukan FULL SCALE 3D DIGITAL (BIM Model).

4

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Peran & Manfaat Adaptasi BIM

Untuk Mendukung Kesinambungan Komunikasi muatan Informasi Teknis

Planning, Programming

Budgeting

Basic Design,

DED Construction Operation

&

Maintenance

Mua ta n Inf o rm as i T e k ni s

BIM support

Better informed decisions

BIM Support

Improved coordination

BIM Support

Information continuity across process

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10/15/2016 6

Survey

Existing Topography

Geotechnique Geology

Balance Cut & 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 mendukung Sub 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 Overpass Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP

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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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17

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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19

B

C

Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles

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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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22

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+900 OP 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 m 1m

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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 0.00

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

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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 0.000

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

End Sta: 7+000.000 Alignment:  CL MAIN ROAD Sample Line Group: Main Road Start 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 Overpass Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP

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Pilihan Ilustrasi Hasil Implementasi Integrasi Teknik BIM Modeling, DTM, Geo-Referenced Satelitte Picture Tiles

Penelaahan pemenuhan Kriteria DED Geometri Jalan

Penelaahan kesesuaian Geometri dan Clearance Overpass Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP

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31

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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32

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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33 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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34 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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35 Video Clip Drive Throughv

4.9 m

Penelaahan kesesuaian Geometri dan Clearance Overpass

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Penelaahan kesesuaian Geometri dan Clearance Overpass

36

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Integrasi paket-paket Pekerjaan Jalan/Jembatan /IC /OP

RAMP 2 SS KERTOSURO OVERPASS DEGUNGAN

37

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Terima Kasih

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