PELAKSANAAN JEMBATAN KAKI SERIBU JORR W2N JAKARTA
| Main Authors: | , YUDHA WIDYANTORO, , Ir. Fathi Basewed, MT |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
[Yogyakarta] : Universitas Gadjah Mada
, 2014
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| Subjects: | |
| Online Access: |
https://repository.ugm.ac.id/132627/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=73166 |
Daftar Isi:
- Traffic growth in Indonesia had a significant development, especially capital city DKI Jakarta. To reduce the traffic jam, the goverment plan to build a connector between two toll road in Jakarta. Two toll road that will be conected is Northen Jakarta Outer Ringroad and Western Jakarta Outer Ringroad, then the connector is namely Jakarta Outer Ringroad West to North (W2N). Because the location plan is very populated area which led to limited area, it is need to have some inovation, that is to build a Pile Slab Bridge. In this final report, writer will be explain the implementation of Pile Slab job, start from preparation, cut and fill, foundation, beam and deck slab. One result of this report is carrying capacity based on the material itself, calendering and SPT. The ultimate carrying capacity from calendering is 142,46 Ton, from material itself is 1035,33 kN and then carrying capacity from SPT is 113,04 kN.