STUDY OF UNSIGNING PHASE PERFORMANCE AT THE JUNCTION OF JL. SUMBER ANYAR – JL. LARANGAN TOKOL TLANAKAN REGENCY OF PAMEKASAN DISTRICT
DOI:
https://doi.org/10.33474/jice.v3i1.15135Keywords:
Capacity, Intersection Performance Level, Unsignaled Phase.Abstract
To analyze the capacity and performance level of an unsignalized intersection, one must take data from the field. The data were geometric (width of each foot of the intersection) and the type and number of vehicles crossing the intersection. It was then calculated the capacity and performance level of the intersection, which included the degree of saturation and the delay of the intersection, using the Indonesian Road Capacity Manual method (MKJI 1997). At the intersection of Jl. Sumber Anyar – Jl. Raya Larangan Tokol, Tlanakan District, Pamekasan Regency, a maximum C (capacity) value of 2189.03 smp/hour does not exceed the basic capacity (Co = 2700 smp/hour). Then it is included in the low capacity classification occurring Monday, January 10, 2022 at 15.00 – 18.00 WIB, while the highest DS (Degree of Saturation) value is 0.32 and the highest D (intersection delay) value is 8.63 sec/smp, which occurs on Monday, January 10, 2022 at 06.00 – 10.00 WIB. From the calculation results, it can be seen that at the intersection of Jl. Sumber Anyar – Jl. Raya Larangan Tokol, Tlanakan District, Pamekasan Regency, is still feasible and can accommodate traffic flow as a consideration in controlling and managing future traffic.References
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