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All Journal Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains
Shalahuddin, M
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Engineering

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Analisa Deflectometry Dan Tebal Lapis Tambah Dengan Metode PD T-05-2005-B Pada Perekerasan Lentur Sihombing, Rivai Morhan; Sebayang, Mardani; Shalahuddin, M
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Structural dysfunction will occur on the road such as cracks after passing the design life that can reduce the safety and comfort to the rider through it. It can be fixed by adding overlay. This research was conducted on road sections of Rangau - Duri Bengkalis Regency Riau Province. The purpose of this study is to calculate the overlay thickness using Pd T-05-2005-B method based on the deflection data obtained by using Benkelman Beam. Other than that is to calculate the resilient modulus and stability of the pavement with pick up first the stations that have good subgrade based the deflectometry have been made. This study generate overlay thickness from 4 cm to 13 cm with the design life of 5 years. While with the design life of 10 years, generated overlay thickness from 4 cm to 13.1 cm. Asphalt resilient modulus values obtained is from 1201.95 to 2403.90 Mpa and the stability value is from 1151.29 kg/0.01 in to 2302.59 kg/0.01 in.Keywords: Overlay thickness, Design Life, Pd T-05-2005-B Method, Deflectometry, Resilient modulus, Stability.
PERBANDINGAN RENCANA ANGGARAN BIAYA PADA PERHITUNGAN TEBAL LAPIS TAMBAH (OVERLAY) DENGAN METODE PD T-05-2005-B DAN ASPHALT INSTITUTE MS-17 J.M, Satria Agung Mulia; Iriana, Rian Trikomara; Shalahuddin, M
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 1 (2017): Wisuda Februari Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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The purpose of this study is to analyze the budget plan obtained from the overlay calculation using Pd T-05-2005-B and the Asphalt Institute MS-17. Studies were conducted on roadsections of Jurong-Mandau in Bengkalis, regency using design life of 5 years and 10 years with traffic development rate 5.165%, which is projected from the linear regression. Theresults of this study with Pd T-05-2005-B methods design life of 5 years, segment 1 sta 00+000 s/d 00+500 by 7.770 cm, segment 3 sta 02+500 s/d 03+000 by 8.467 cm with a total cost of Rp. 2,873,439,898.00 and a design life of 10 years obtained overlay, segment 1 sta 00+000 s/d 00 + 500 by 10.624 cm, segment 3 sta 02+500 s/d 03+000 by 11.201 cm, the segment 9 sta 06+000 s/d 06+500 by 3,810 cm with a total cost of Rp. 4,003,870,931.00.And then with Asphalt Institute MS-17 method design life of 5-year and 10 years does not require an overlay and budget plan calculations, because from the calculations obtained overlay value is 0. Based on the results of the study indicate that working on overlay design life of 10 years is more economis and effective than the design life of 5 years.Keywords: Overlay, Budget Plan, Design Life, Pd T-05-2005-B Method, Asphalt Institute MS-17 Method.
Co-Authors J.M, Satria Agung Mulia Mardani Sebayang Rian Trikomara Iriana Sihombing, Rivai Morhan