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Yanshon Happy
Jurusan Teknik Sipil, Universitas Kristen Palangka Raya

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ANALISIS KAPASITAS PERSIMPANGAN TAK BERSINYAL PADA PERSIMPANGAN JL.RAJAWALI -JL. ANTANG ( Capacity Analysis Of Unsignaled Intersections At Interssions Jl. Rajawali -Jl. Antang ) Yanshon Happy; Rachmadi Maulana.B.L
Huma Tabalien Jurnal (HTJ) Teknik Sipil Vol 2, No 2 (2022): Vol 2, No 2 (2022): HTJ Desember 2022
Publisher : Fakultas Teknik Universitas Kristen Palangka Raya

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Abstract

We often encounter traffic problems in big cities and small towns. For example, in the Capital City of Central Kalimantan Province, namely the City of Palangka Raya, the problem of traffic jams and chaos often occurs at road junctions, especially at unsignalized junctions, the JL.Rajawali - JL Antang intersection. This is influenced by several factors, namely the increasing volume of traffic and the number of motorists not obeying traffic rules. Analyzing the capacity and performance level of an unsignalized intersection, data is collected from the field, in the form of intersection geometry data, the type and number of vehicles crossing the intersection after being multiplied by the equivalent number of each vehicle, so that uniformity is obtained in the unit of passenger cars (SMP). . Then the capacity and performance level of the intersections were calculated which included the degree of saturation, and the delay of the intersections using the Indonesian Highway Capacity Manual (MKJI 1997). The results of the analysis obtained, the capacity value (C) of the intersection is 3827.16 pcu/hour, while from the three observation days, the largest value for traffic volume is 2633.20 pcu/hour on Monday at 06.30-07.30 WIB, the degree of saturation (DS) of 0.68 on Monday at 06.30-07.30 WIB, and the deviation delay of 13.45 sec/smp on Monday at 06.30-07.30 WIB. Then the capacity is obtained at the intersection of JL..Rajawali. – JL. Antang. Palangka Raya City, is still feasible to be used to accommodate traffic volume, because the intersection capacity is still greater when compared to traffic volume, because the capacity of each intersection is greater when compared to traffic volume, therefore it can be concluded that for now the JL intersection . Rajawali – JL. Antang, Palangka Raya City, still doesn't need traffic signs in the form of signals. Keywords: unsignalized intersection, performance, intersection capacity, traffic volume.
PENGARUH PENAMBAHAN GULA PASIR TERHADAP UMUR RENCANA BETON (The Effect Of Addition Of Sugar On The Design Of Concrete) Yanshon Happy; Brian Naldo Giovanni
Huma Tabalien Jurnal (HTJ) Teknik Sipil Vol 1, No 2 (2021): HTJ Desember 2021
Publisher : Fakultas Teknik Universitas Kristen Palangka Raya

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Abstract

Retarder is an auxiliary chemical to slow down the initial setting time so that the mixture remains workable for a longer time. In general, sugar-containing raw materials can be used as retarder or water reducer sets. Granulated sugar is a material that is widely available and is expected to fulfill this. This research aims to determine the effect of sugar on concrete bonding time and the effect on concrete compressive strength. In this activity, preparations were made for the manufacture of test specimens, from preparing tools and materials such as cement, coarse aggregate, fine aggregate, water, and sugar, as well as a survey to the Laboratory to check the tools to be used for making test specimens. Testing will be carried out for 21 days, 28 days and 35 days. After all the data is obtained, data processing will be carried out to obtain research results. K-125 concrete is included in the class II category which can be used for structural works in general. From the results of this study it is known that the initial setting time is 2 hours for normal concrete (BN) and 5 hours for concrete with mixed solution. sugar (BG30). From the results of the cement setting time test it proves that the sugar solution makes the cement setting time longer (Initial Setting Time). Keywords: Concrete, Compressive Strength, Time, Age of Concrete, Test Objects