Pengaruh Beban Berlebih Terhadap Umur Rencana Perkerasan Jalan (Studi Kasus Ruas Jalan Soekarno Hatta Palembang)

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Published: Oct 9, 2019
DOI: https://doi.org/10.33322/kilat.v5i1.676
Keywords:
excess load ( overloading ) , added a thick layer ( overlay ) , the design life

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Indah Handayasari
Jurusan Teknik Sipil Sekolah Tinggi Teknik – PLN
Rizky Dwi Cahyani
Jurusan Teknik Sipil Sekolah Tinggi Teknik – PLN

Abstract

Excess burden ( overloading ) is not only due to the excessive load vehicles but can also be caused by the increased volume of traffic . One of the roads that run into problems , namely excessive load Jalan Soekarno Hatta Palembang in South Sumatra . Based on the survey conducted obtained calculation of traffic volume on Jalan Soekarno Hatta - Jalan Tanjung Api - Api in 2015 amounted to 1705.35 smp / h while on the opposite lane of traffic volume amounted to 1826.5 smp / hour . In addition, at Jalan Soekarno Hatta require added thick layer ( overlay ) of 4.8 cm to 8.7 cm and the ideal load for the actual load with the rest of the life of the existing pavement structure can only support the weight of excess ( overloading ) for 2 years and 6 months from a design life of 20 years.

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How to Cite
Handayasari, I., & Cahyani, R. D. (2019). Pengaruh Beban Berlebih Terhadap Umur Rencana Perkerasan Jalan (Studi Kasus Ruas Jalan Soekarno Hatta Palembang). KILAT, 5(1), 25–32. https://doi.org/10.33322/kilat.v5i1.676
Issue
Vol. 5 No. 1 (2016): KILAT
Section
Articles

References

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