Kurniawan, Aceng and Nuraini, Rika (2020) PERBANDINGAN METODE UNTUK ANALISIS TEBAL LAPIS TAMBAH (OVERLAY) COMPARISON OF METHODS FOR ANALYSIS OF OVERLAY THICKNESS. Tugas Akhir thesis, University Technology Yogyakarta.
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Abstract
ABSTRAK Penelitian ini dilakukan untuk mengetahui pengaruh tebal lapis tambah tentang penggunaan dua metode yang berbeda yaitu metode Bina Marga tahun 2017 dan metode lendutan Pd.T-05-2005-B dengan studi kasus di jalan Lingkar Mojoagung KM 2,050 sampai KM 5,266 di Kabupaten Jombang Jawa Timur. Melaporkan analisis komparatif desain ketebalan overlay menggunakan data Falling Weight Deflectometer (FWD) yang dikumpulkan dari Jalan Lingkar Mojoagung dari KM 2,050 ke KM 5,266. Analisis membandingkan dua metode yang digunakan untuk menghitung ketebalan overlay, yaitu metode Bina Marga 2017 dan metode lendutan Pd.T- 05-2005-B. Hasil desain yang dihasilkan oleh metode lendutan Pd.T-05-2005-B cenderung lebih besar daripada metode Bina Marga 2017, yaitu. 4 cm dengan traffic desain 10.306.629 CESA, sedangkan metode lendutan Pd.T-05-2005-B menghasilkan tebal overlay 7,5 cm dengan traffic desain sebesar 31.946.730,23. Perbandingan konsep desain, parameter desain, dan prosedur dijelaskan untuk menjelaskan perbedaan hasil yang dihasilkan oleh dua metode. Kata kunci : Pd.T-05-2005-B, 2017 Bina Marga, Falling Weight Deflectometer (FWD), overlay Abstract This study was conducted to determine the effect of added layer thickness on the use of two different methods, namely the 2017 Bina Marga method and the Pd.T-05-2005-B deflection method with a case study on the Mojoagung Ring road KM 2,050 to KM 5,266 in Jombang Regency, East Java. . The research was going to report a comparative analysis of the overlay thickness design using Falling Weight Deflectometer (FWD) data collected from the Mojoagung Ring Road from KM 2,050 to KM 5,266. The analysis compared the two methods used to calculate the thickness of the overlay, namely the 2017 Bina Marga method and the Pd.T-05-2005-B deflection method. The design results produced by the Pd.T-05-2005-B deflection method tend to be greater than the 2017 Bina Marga method, namely. 4 cm with a design traffic of 10,306,629 CESA, while the deflection method Pd.T-05-2005-B produced an overlay thickness of 7.5 cm with a design traffic of 31,946,730.23. A comparison of design concepts, design parameters, and procedures was described to explain the difference in results produced by the two methods. Key words: Pd.T-05-2005-B, 2017 Bina Marga, Falling Weight Deflectometer (FWD),overlay
| Item Type: | Thesis (Skripsi, Tugas Akhir or Kerja Praktek) (Tugas Akhir) |
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| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Sains dan Teknologi > S1 Teknik Sipil |
| Depositing User: | Kaprodi S1 Teknik Sipil UTY |
| Date Deposited: | 22 Oct 2020 02:38 |
| Last Modified: | 22 Oct 2020 02:38 |
| URI: | http://eprints.uty.ac.id/id/eprint/6003 |
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