EVALUASI TINGKAT KERUSAKAN PADA RUAS JALAN LIMUS NUNGGAL NAROGONG BOGOR METODE BINA MARGA 1990

PUTRI, DINI (2023) EVALUASI TINGKAT KERUSAKAN PADA RUAS JALAN LIMUS NUNGGAL NAROGONG BOGOR METODE BINA MARGA 1990. Sarjana (S1) thesis, UNIVERSITAS ISLAM "45" BEKASI.

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Abstract

ABSTRACT Nunggal Narogong limousine road is a class 1 provincial road which functions as a primary arterial road. The volume of vehicles passing on this route is an average of heavily loaded vehicles. The large number of overloaded trucks for logistics delivery needs to industrial areas from Bantar Gebang Bekasi to Bogor Regency is the cause of damage along the road. High traffic volumes and excessive vehicle loads cause road damage and decreased road performance which causes traffic jams. The method for analyzing road damage uses the 1990 Bina Marga Method and alternative treatments and calculates road performance due to vehicle volume using the 1997 MKJI Method. From the research results, it was found that the types of damage were corner cracks, transverse cracks, subsidence, holes and irregular cracks and resulted in an average priority order from STA 0+50 – 1+000 of 9.5 so that it was included in the routine maintenance program. The analysis results for the highest traffic volume occurred on Thursday, March 31 2022 for the Bekasi - Cileungsi direction at 8626.8 pcu/hour and for the Cileungsi - Bekasi direction at 8312.1 pcu/hour. The highest side resistance analysis results occurred on Tuesday, March 29 2022 for the Bekasi – Cileungsi direction at 385.8 speeds/hour, including in the medium class (M) and for the Cileungsi – Bekasi direction at 472.4 speeds/hour, including the medium class ( M). The results of the road capacity analysis on Tuesday, 29 March 2022 for both directions were found to be 2356,571 pcu/hour and on Thursday, 31 March 2922 for both directions it was 2356,571 pcu/hour and on Saturday, 02 April 2022 for both directions obtained was 2361,528 pcu/hour. And the highest saturation degree value occurred on Thursday, March 31 2022 for the Bekasi - Cileungsi direction of 0.76, including service level D, which means that the flow is starting to become unstable, the speed is low, and the volume is approaching capacity. and for the Cileungsi - Bekasi direction, it was found to be 0.78, including service level D, which means that the flow is starting to become unstable, the speed is low, and the volume is approaching capacity. Keywords: Road Damage, Road Performance, Bina Marga Methods 1990 and MKJI, 1997

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