PUTRI, ELISA (2019) EVALUASI NILAI KONDISI PERKERASAN JALAN TOL DENGAN METODE PAVEMENT CONDITION SURVEY (PCS) DAN METODE FALLING WEIGHT DEFLECTOMETER (FWD). S1 thesis, Universitas Mercu Buana Bekasi.
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Abstract
ABSTRACT VALUE EVALUATION OF TOLL ROAD CONDITIONS WITH PAVEMENT CONDITION SURVEY (PCS) METHOD AND FALLING WEIGHT DEFLECTOMETER (FWD) METHOD Elisa Putri 41117310066 Lecturer’s Name Muhammad Isradi, ST, MT Civil Engineering Department, Faculty of Engineering Mercu Buana University, Bekasi ABSTRACT Road as main transportation facility, have an important function as connected between a distric. With increasing of traffic load, road service level can cause to be reduced. The road that experienced by overloading because continuous burned by the volume of traffic larger than planned, will decrease the tructure power of road pavement. This research aims to evaluate the value of pavement conditions on the Cipali Toll Road section with the Pavement Condition Survey (PCS) method and the Falling Weight Deflectometer (FWD) method, comparing the results of the two methods and calculating the amount of costs incurred to repair road damage. This study uses descriptive analysis method, namely by describing and describing sample data in accordance with the results of the survey in the field. The analysis used uses primary data taken from the assessment of PCS surveys in the field and deflection data as a result of testing the Falling Weight Deflectometer. The results of the PCS method on the Cipali Toll Road section obtained an average value of more than 0.33. The deflection value in lane 1B is 1,246 mm and in lane 1A is 739 mm. The solution proposed for selecting the type of treatment is the reconstruction of CTRB with a total cost of Rp. 74,797,691,436,000. Keywords: PCS, FWD, deflection ABSTRAK EVALUASI NILAI KONDISI PERKERASAN JALAN TOL DENGAN METODE PAVEMENT CONDITION SURVEY (PCS) DAN METODE FALLING WEIGHT DEFLECTOMETER (FWD) Elisa Putri 41117310066 Dosen Pembimbing Muhammad Isradi, ST, MT Jurusan Teknik Sipil, Fakultas Teknik Universitas Mercu Buana, Bekasi ABSTRAK Jalan sebagai prasarana utama transportasi darat mempunyai peranan penting sebagai penghubung antara satu daerah dengan daerah yang lain. Seiring peningkatan beban lalu lintas, dapat menyebabkan tingkat pelayanan jalan menjadi berkuranf. Jalan yang mengalami overloading karena terus menerus terbebani oleh volume lalu lintas yang lebih besar dari yang direncanakan, akan mengalami penurunan kekuatan struktur perkerasan jalan raya. Penelitian ini bertujuan untuk mengevaluasi nilai kondisi perkerasan pada ruas Jalan Tol Cipali dengan metode Pavement Condition Survey (PCS) dan metode Falling Weight Deflectometer (FWD), membandingkan hasil kedua metode tersebut dan menghitung besar biaya yang dikeluarkan untuk memperbaiki kerusakan jalan. Penelitian ini menggunakan metode deskriptif analisis, yakni dengan mendeskripsikan dan menggambarkan data sample sesuai dengan hasil survey di lapangan. Analisis yang digunakan menggunakan data primer yang diambil dari penilaian survey PCS di lapangan dan data lendutan hasil pengujian alat Falling Weight Deflectometer. Hasil penelitian dengan metode PCS pada ruas Jalan Tol Cipali didapat nilai kekesatan rata-rata lebih dari 0,33. Nilai lendutan pada lajur 1B sebesar 1.246 mm dan pada lajur 1A sebesar 739 mm. Solusi yang diusulkan untuk pemilihan jenis penanganan yaitu rekonstruksi CTRB dengan total biaya Rp. 74.797.691.436.000. Kata Kunci : PCS, FWD, Lendutan
| Item Type: | Thesis (S1) |
|---|---|
| Call Number CD: | FT/SIP 19 039 |
| NIM/NIDN Creators: | 41117310066 |
| Uncontrolled Keywords: | Kata Kunci : PCS, FWD, Lendutan |
| Subjects: | 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | siti maisyaroh |
| Date Deposited: | 23 Jul 2022 07:10 |
| Last Modified: | 26 Jul 2022 04:33 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/65970 |
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