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PERENCANAAN STRUKTUR ATAS JEMBATAN OVERPASS KAWISREJO MENGGUNAKAN BETON PRATEGANG (BOX GIRDER) PADA PROYEK PEMBANGUNAN JALAN TOL GEMPOL – PASURUAN SEKSI 3B

Romadhon, Setyo Ilham (2019) PERENCANAAN STRUKTUR ATAS JEMBATAN OVERPASS KAWISREJO MENGGUNAKAN BETON PRATEGANG (BOX GIRDER) PADA PROYEK PEMBANGUNAN JALAN TOL GEMPOL – PASURUAN SEKSI 3B. Bachelors Degree (S1) thesis, University of Muhammadiyah Malang.

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Abstract

Gempol-Pasuruan toll construction is a part of trans Java road network to connect cities in East Java that is Surabaya to Banyuwangi. This toll stretches for 34.15 km that connects the area of Gempol and Pasuruan. On section 3B, particularly at STA. 28+036, there is a need for an overpass in the form of bridge above the toll as it will cut the access from Kawisrejo village and Sadengrejo village.This bridge is 72 m length which consists of three spans. The middle span which is 40 m long is designed by using box girder single cell segmental with 2 m segment of 20 pieces. The brisdge’s span is 40 m and 7 m wide. The total wide of the bridge is 7 m, it is divided into 2 x 1 m of pedestrian and 5 m of traffic lane. The box girder bridge lost its pre-stressing of around 24,218%. The pre-stressing cable needs 10 cable tendon which is divided into 2 web with 32 strands per tendon which equal to 320 strands per tendon. The need of pre-stressing reinforcement to resist the flexural strength due to the internal and external load which is D19-75 for the upper plate base, D19-150 for upper plate field, D19-100 side plate, and D14-100 for bottom plate. The highest deflection in the middle of bridge span is 67,084 mm. The deflection meets the requirement for middle part of bridge span of Δallowable: 133.333 mm. Therefore, the bridge is still safe for usage.

Item Type: Thesis (Bachelors Degree (S1))
Student ID: Setyo Ilham Romadhon
Keywords: Box-girder single cell, Bridge, Pre-stress concrete, Segmental
Subjects: T Technology > T Technology (General)
T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering (22201)
Depositing User: Retno Widiyastuti Ika Wijaya
Date Deposited: 18 Apr 2019 03:07
Last Modified: 18 Apr 2019 03:07
URI : http://eprints.umm.ac.id/id/eprint/45922

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