Repo Dosen ULM

The Analysis of the Road Network Assignment Due to Residential

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dc.contributor.author Trilaksana, Hari
dc.contributor.author Yasruddin, Yasruddin
dc.contributor.author Arsyad, Muhammad
dc.date.accessioned 2023-04-27T00:43:14Z
dc.date.available 2023-04-27T00:43:14Z
dc.date.issued 2019-02
dc.identifier.issn 2349-6495(P) | 2456-1908(O)
dc.identifier.uri https://repo-dosen.ulm.ac.id//handle/123456789/29712
dc.description.abstract By the establishment of Citra Mitra City Residence in Banjarbaru City, it then will cause the attraction and production of the traffic on the roads around the Citra Mitra City Residence, and will also increase the traffic volume. As the research object, that is the Street of Taruna Bhakti. This research used primary and secondary data, with the analysis was carried out by the IHCM 1997, and was assisted by the VISUM Program. The performance of the existing road network of all road sections had the LOS A value with the VC Ratio of 0.01 – 0.19; the performance of the road network while in the development of all road sections still had the LOS A value with the VC Ratio of 0.01 – 0.19; the performance of the road network of the post-development of all road sections had the LOS A value, with the VC Ratio of 0.08 – 0.20; change that occurred was around ±0.17, or 17% were at Street of Citra Mitra City; and the performance of the road network, five years after the development of all road sections, had the LOS A value with the VC Ratio of 0.08 – 0.20. The largest DS decline value was experienced by the road section segment of Citra Mitra City as much as 0.17, and the change of DS value was as musch as 0.01 on the other road sections. Referring to the analysis results, it had been concluded that the development of the DEEPDENE District 4 of Citra Mitra City Residence to the road section in all conditions had not been affected negatively. The next analysis was carried out to obtain the time; a handling needed to be done on the observed road section; after being analysed, it was found a 60-year period after the operational in which the occurred VC ratio value was beyond the limit of ≤ 0.75, that was on section Street of Mistar Cokrokusumo, with the VC Ratio value of 0.85 – 0.88; as for the section Street of Taruna Bhakti was on the VC Ratio value of 0.64 en_US
dc.language.iso en en_US
dc.publisher International Journal of Advanced Engineering Research and Science en_US
dc.relation.ispartofseries Vol-6,Issue-2,February 2019;
dc.subject level of service, loading, land use en_US
dc.title The Analysis of the Road Network Assignment Due to Residential en_US
dc.type Article en_US


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