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Maretina Eka Sinta
Jurusan/Program Studi Teknik Sipil, Fakultas Teknik, Universitas Kristen Palangka Raya

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EVALUASI KINERJA SIMPANG BERSINYAL DIBUNDARAN KECIL KOTA PALANGKA RAYA Maretina Eka Sinta; Pinto Trionaldo
Huma Tabalien Jurnal (HTJ) Teknik Sipil Vol 2, No 1 (2022): Vol 2, No 1 (2021): HTJ Februari 2022
Publisher : Fakultas Teknik Universitas Kristen Palangka Raya

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Transportation needs will continue to increase with development urban area. If the need for transportation facilities is not matched with infrastructure (road network) then transportation problems arise. This condition occurs on the Road section at the Intersection around the Small Roundabout of the City of Palangka Raya, where the amount of volume is not balanced with the capacity of roads and intersections so that the accumulation of traffic flows and create very long queues causing traffic jams during rush hour.To support this study, a sample of traffic volume is needed, and queue with a field survey on existing conditions which was carried out on 3 the day starts on Friday, 8 July 2022, Saturday, 9 July 2022, and Sunday, 10 July 2022. This evaluation method uses the Road Capacity Manual guidelines Indonesia 1997.Characteristics on Jalan Imam Bonjol in an effort to overcome problems traffic by taking action to reset the light cycle time and increase the road space capacity or maximize the effective width of the road according to the capacity of the traffic flow by setting the intersection in order to level Accidents and delays can be minimized optimally and effectively. Performance the Small Roundabout intersection of Palangka Raya City on Friday 8 July 2022 ca seen from the capacity value of the north approach 852.2 pcu/hour, degree of saturation 1.00, queue length of 95 m (service level F). On the South approach value capacity 1436.3 pcu/hour, degree of saturation 0.46, queue length 90 m (level of service). In the Western approach, the capacity value is 825 pcu/hour, the degree of saturation is 0.46, queue length of 43 m (service level B). On the Eastern approach to the value of capacity 905.1 pcu/hour, degree of saturation 0.89, queue length 67 m (level of serviceE). Keywords: Surveys, Volumes, Queues, Capacity, Degrees of Saturation, and Intersection Characteristics.
STUDI METODE PELAKSANAAN PONDASI JEMBATAN KAYU DI SEI KARAU, KABUPATEN BARITO TIMUR (Study of the Implementation Methods of Wood Bridge in Sei Karau, East Barito District) Maretina Eka Sinta; Jaro Lelond Tuah, S.T.
Huma Tabalien Jurnal (HTJ) Teknik Sipil Vol 1, No 1 (2021): HTJ Februari 2021
Publisher : Fakultas Teknik Universitas Kristen Palangka Raya

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Abstract

Based on its function, a bridge is a structure that is made as an intermediary or link to cross /cross ravinesor obstacles such as rivers, railroads or roads, so to connect the city of Ampah which is splitby the Karau river, a bridge is needed. The object of research is a wooden bridge made by the Dutchcolonial in 1929 which still stands firmly and can be usedtoday, so to find out the method ofimplementation at the time of building the bridge, as well as to see the development of currentimplementation methods and resources, research was conducted to know the implementation methodspecifically for the installation of the foundation to find out the implementation technique and theequipment used.The research method used includes: (1) preliminary survey, (2) data collection and data analysis, (3)reconstruction of implementation methods, (4) delineation of reconstructed results.The results of the research study show that all stages of implementation use simple methods using simplemechanical equipment as well. In the case of the installation of the foundation, the executor takes intoaccount the placement of thepoint where the foundation is laid. The soil bearing capacity is estimated in asimple way.Keywords:History, Implementation Methods / Terms of Reference, Resources