Studi Kinerja Jalan Cipta Karya Kota Pekanbaru
DOI:
https://doi.org/10.56208/jvmatriks.v2i1.14Keywords:
Traffic Volume, Resistenc, Capacity, Degree of Saturation, Level of ServiceAbstract
Cipta Karya Street, located in Tampan District, Pekanbaru City, functions as a local road connecting HR. Soebrantas Street with Matoa and Cipta Karya Ujung Streets. This area experiences high vehicle density, contributing to congestion issues. A traffic volume survey was conducted at STA 00+100–00+300 on June 10, 13, and 15, 2024. The highest traffic volume was recorded on Monday, June 10, 2024, during peak hours (07.00–08.00 WIB) with 2,845 vehicles/hour or 1,235.2 pcu/hour. The side resistance value of 238.7 indicates a low level (L), while the road capacity is 1,442.5 pcu/hour. The free-flow speed of light vehicles was calculated at 33.81 km/hour. Based on the degree of saturation (DS) of 0.85, the road section performance is within acceptable limits according to PKJI (2014), indicating a stable traffic flow. However, the level of service (LOS) is classified as D, suggesting the flow is nearing instability, although the average speed remains above 25 km/hour. These findings highlight the need for traffic management strategies to prevent further decline in service level.
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