STUDI PERENCANAAN KONSTRUKSI JALAN DOME – KAWASAN PLTMH I KAMPUS III UNIVERSITAS MUHAMMADIYAH MALANG (Studi Perencanaan)
| Main Author: | Hermawan, Indra Budi |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2013
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15278/ |
Daftar Isi:
- University of Muhammadiyah Malang has a system of high aesthetic value of land.Therefore,the University of Muhammadiyah Malang dubbed the "Campus Holidays" because a lot of the beauty contained in it. However, in this case the west area of this campus is still there who do not have land use values. The road construction will be build on this location. Point initial at the around Dome Universitas Muhammadiyah Malang (STA 0+000) until to region PLTMH I (STA 0+421,50). Topographic data obtained from measure mentsusing a Total Station. Data of soil obtained by taking samples of the soil directly in the study area and analyzed at the Laboratory of Soil Mechanics at University of Muhammadiyah Malang which includes testing of soil particle size, CBRLab, Direct Share, water content, bulk density, void ratio, degree of saturation, density, and sondiring. Traffic data obtained from the survey results directly in point 3 University of Muhammadiyah Malang, in front of the Rector's office, the Postal guard the entrance, and at the Climbing Wall. Street plan consists of 4 pieces bend the manifold Spiral-Circle-Spiral, 3 vertical alignment which consisted of 2 vertical 1vertical convex and concave, as well as the authors of material on the surface layer Laston, Stone Broke B class on the base layer, as well as A class Sirtu on sub base layer with the thickness of each: 5 cm, 15 cm, and 10 cm. Drainage for road construction consists of 7 channels are trapezoidal in shape and construction retaining wall1 and 2 the type of stone with a height of 3.7 m and 10 m, and the width of tread foundation of 2.6 m and 8.5 m.