Techincal Planning Of Strategical Bridge in Way Umpu Way Kanan Regency

Authors

  • I Gede Putu Indra Aditya
  • I Wayan Diana
  • Surya Sebayang

DOI:

https://doi.org/10.23960/jrsdd.v8i2.1363

Abstract Views: 73 File Views: 43 File Views: 0

Abstract

The Way Umpu Bridge is located in Blambangan Umpu District, Way Kanan Regency which is
part of the Trans-Central Sumatra road section. In the structural elements of the bridge damage
occurs in the structural elements on the bridge so that it can endanger road and bridge users.
Therefore effective and efficient planning is needed for the design of the new bridge.
Standards used as a reference in planning the Way Umpu Bridge are SNI 1725-2016, RSNI T-02-
2005 and PUPR PERMEN NUMBER 28 / PRT / M / 2016. By using supporting software for the
calculation and design of AutoCAD 2017, Microsoft Excel 2013, Google Earth Pro and SAP 2000
V 14.
The results of this plan are (1) effective type of bridge top structure is a class A bridge frame
structure with a span length of 60 m, (2) the type of effective lower structure used is a supported
T-type support and the foundation of the pre-cast concrete piles ( rotating) pile), and (3) total
construction costs provided by labor costs, supply of materials and equipment, heavy equipment
operating and rental costs and taxes of Rp 16,644,725,377.

Downloads

Download data is not yet available.

References

Direktorat Jendral Bina Marga. 1997. Manual Kapasitas Jalan Indonesia. Departemen Pekerjaan Umum. Jakarta.

PERMEN PUPR RI No. 28/PRT/M/2016. 2016. Pedoman Analisis harga Satuan

Pekerjaan Bidang Pekerjaan Umum. Kementrian Pekerjaan Umum dan Perumahan Rakyat. Jakarta.

RSNI T-02-2005. 2005. Standar Pembebanan untuk Jembatan. Badan Standarisasi Nasional. Jakarta.

SNI 1725:2016. 2016. Pembebanan untuk Jembatan. Badan Standarisasi Nasional. Jakarta.

Downloads

Published

2021-11-13

How to Cite

Aditya, I. G. P. I., Diana, I. W., & Sebayang, S. (2021). Techincal Planning Of Strategical Bridge in Way Umpu Way Kanan Regency. Jurnal Rekayasa Sipil Dan Desain, 8(2), Hal. 395 – 406. https://doi.org/10.23960/jrsdd.v8i2.1363

Issue

Section

Makalah Ilmiah Edisi Juni 2020