Kajian Ulang Perencanaan Geometrik Simpang Simpang Tak Bersinyal Berdasarkan Highway Capacity Manual

Tripoli, Bambang; Febrianti, Dian; Mawardi, Edi; Zulyaden, Zulyaden; Supriadi, Supriadi

doi:10.37598/tameh.v10i2.162

Cited by 2 publications

(2 citation statements)

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“…Lapis kedap air yang dapat melindungi lapisan konstruksi di bawahnya 3. Sebagai lapis permukaan, LTBA dapat memberikan kenyamanan dan keamanan bagi pengguna jalan Dalam penelitian ini akan mengkaji tentang kelayakan penggunaan lapis tipis beton aspal pada lajur tanjakan di kaki Gunung Singah Mata Kecamatan Beutong Kabupaten Nagan Raya [5].…”

Section: Karakteristik Lapis Tipis Beton Aspalunclassified

Pengaruh Penggunaan Lapis Tipis Beton Aspal pada Lajur Tanjakan Preservasi Jalan

Ramadhana,

Zakia,

Febrianti

2024

tameh

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Asphalt, also known as bitumen, is a mixture of binders used as road preservation. On the BTS road preservation project package. Central Aceh/Nagan Raya – Lhok Seumot – Jeuram (MYC) uses a thin layer of Asphalt Concrete as a treatment for road damage. Asphalt concrete thin layer is a hot asphalt mixture that can be used as a surface layer on road pavement which functions as a road preservation layer. The problem raised and also a research is how the feasibility of a thin layer of asphalt concrete on an incline. The method used in this study is based on testing Job Mix Asphalt, Traffic Counting, and direct observation of asphalt work in the field as well as supporting data in the form of information from consultants or contractors. Asphalt concrete thin layers cannot be used on incline lanes because the asphalt road contains a very fine aggregate mixture. Comparison of thin layers of asphalt concrete with AC – BC using the Traffic Counting method explains that vehicles passing on roads using thin layers of asphalt concrete on the dominant incline lane are more vehicles unable to climb compared to vehicles passing on roads using asphalt AC – BC. The use of a thin layer of asphalt concrete cannot be used for incline lanes, but a thin layer of asphalt concrete is highly recommended for the use of asphalt roads in urban areas.

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Section: Karakteristik Lapis Tipis Beton Aspalunclassified

Pengaruh Penggunaan Lapis Tipis Beton Aspal pada Lajur Tanjakan Preservasi Jalan

Ramadhana,

Zakia,

Febrianti

2024

tameh

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“…The queue probability (QP %) is the probability that there will be queues with more than two vehicles in any of the approach areas and unsignalized intersections [25]. The limit of the queue probability value can be estimated from the relationship between the queue probability curve/degree of saturation.…”

Section: Queue Probabilitymentioning

confidence: 99%

Performance Analysis of 3 Arms Without Signal Access (Case Study Jl. Raya Bogor-Sukabumi, Jl. Siliwangi-Cibolang, Jl. Perintis Kemerdekan)

Aen¹,

Susanto

Permadi

et al. 2021

IJEAT

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One of the types of intersections is the type of unsignalized intersection, the unsignalized intersection which is on Jl. Raya Bogor-Sukabumi, Jl. Siliwangi- cibolang, Jl. Independence pioneer. is the intersection of three arms. This study aims to determine the value of cur/hour and the performance of unsignalized intersections at the intersection. This research method is a field survey, which is carried out by researching directly in the field to obtain the required data. calculation of unsignalized intersection performance data using the 1997 Indonesian Highway Capacity manual method. Results the analysis obtained, the value of capacity from seven days of observation obtained a value of….cur/hour, the value of the degree of saturation DJ=….., too high occurred on the day… at WIB and the value of the delay is obtained by…. sec/cur. The queue probability value ranges from….% -….%

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Kajian Ulang Perencanaan Geometrik Simpang Simpang Tak Bersinyal Berdasarkan Highway Capacity Manual

Cited by 2 publications

References 0 publications

Pengaruh Penggunaan Lapis Tipis Beton Aspal pada Lajur Tanjakan Preservasi Jalan

Pengaruh Penggunaan Lapis Tipis Beton Aspal pada Lajur Tanjakan Preservasi Jalan

Performance Analysis of 3 Arms Without Signal Access (Case Study Jl. Raya Bogor-Sukabumi, Jl. Siliwangi-Cibolang, Jl. Perintis Kemerdekan)

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