Perencanaan Pelebaran Ruas Jalan Menggunakan Box Culvert dan Manajemen Lalu Lintas di Jalan Arief Rahman Hakim Surabaya dengan Metode PKJI

Abstract

The rate of using land in a region increasingly had a rapid major impact on transportation facilities and infrastructures, especially in the area of east surabaya Becauseof less land for road widening, then it is planned to do road widening construction using Box Culvert. Because of this road widening is not destracting the rate of using land. Box Culvert is one of the buildings on the street who is on top and parallel with the flow of the river in order to reduce the traffic load without reducing the functionality of the river. In the case of the road widening there should do an performed traffic evaluation, especially in the Arief Rahman Hakim road Surabaya, Whether the way had met the secondary road collectors are required the regulation by Minister of Transportation 34 years 2006.in comparing these evaluations are needed both primary and secondary data. To analyze these roads, referring to the Indonesian Highway Capacity Manual (PKJI) in 2014. In the collection of the primary data obtained by field survey and secondary data from the institutions associated with the data. From the analysis using the Indonesian Highway Capacity Manual (PKJI) in 2014 obtained degrees of saturation (DJ) = 1.06, average speed (Vt) = 18 km / h. From the analysis results tabulated by the Guttman scale to get the 41.67% it could be inferred that the Arief Rahman Hakim road has not met the secondary road collectors such as the conditions for Regulation of Transport 34 in 2006. Due to the existing condition of the road is not appropriate in this thesis, the author recommends traffic management with a box culvert. To realize these recommendations are needed for existing analysis of the river channel slope with the results I = 0.000392, so it could not interrupt the flow of the river. Planning refers to the structural loading RSNI T-02-2005 and other guidelines.