EVALUASI PERENCANAAN TEBAL PERKERASAN LENTUR DENGAN METODE ANALISA KOMPONEN MENGGUNAKAN PROGRAM KENPAVE PADA JALAN RAYA NAROGONG

Meilani, Wasitah (2024) EVALUASI PERENCANAAN TEBAL PERKERASAN LENTUR DENGAN METODE ANALISA KOMPONEN MENGGUNAKAN PROGRAM KENPAVE PADA JALAN RAYA NAROGONG. Sarjana (S1) thesis, Universitas Islam 45.

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Abstract

The Narogong-Siliwangi Highway is a primary arterial road connecting Bekasi City with Bogor Regency. High mobility on the Narogong-Siliwangi Highway does not guarantee that the road is of good quality, the condition of roads with holes and groove cracks is very common along the Narogong-Siliwangi Highway, so it is necessary to re-plan the thickness of the flexible pavement layer on this road. Planning the thickness of the flexible pavement layer on Jalan Raya Narogong-Siliwangi uses the Component Analysis Method, Bina Marga 1987 which is then evaluated using the Kenpave program to determine the horizontal tensile strain and vertical tensile strain values that will occur in the flexible pavement layer which will be used to predict fatigue cracking in surface layer and predict rutting failure of the Narogong-Siliwangi Highway. The results of the analysis using the Component Analysis Method with a design age of 20 years showed that the surface layer thickness using laston=19 cm, the top foundation layer using crushed stone (Class A)=25 cm, and the bottom foundation layer using sirtu/pitrun (Class A)=10 cm. Then the thickness of this pavement layer will be evaluated using the Kenpave program with output horizontal strain and vertical strain values so that the load repetition value on fatigue cracks (Nf) is 260,784,297.85 ESAL and the load repetition value on rutting (Nd) is 32,105. 124.78 ESAL, the values of Nf and Nd can exceed the traffic design load repetition value (Nr) of 18,290,635.77 ESAL, so it can be concluded that the thick pavement layer design using the Component Analysis Method can withstand the load during the design life. Keywords: Component Analysis Method, Kenpave, Flexible Pavement.

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