Kristofel, Andreas Samuel (2025) ANALISIS KINERJA SIMPANG TAK BERSINYAL UNTUK SIMPANG TIGA JALAN RAYA KALIMALANG DENGAN JALAN KINCAN RAYA JATIBENING. S1 thesis, Universitas Kristen Indonesia.
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Abstract
Persimpangan lalu lintas amat mempengaruhi dan mencerminkan kondisi lalu lintas suatu jaringan jalan. Persimpangan ialah lokasi dimana kendaraan dari bermacam arah saling berpapasan serta berganti jalur. Volume lalu lintas Jalan Raya Kalimalang terjadi penambahan total kendaraan tiap tahunnya yang mengakibatkan kemacetan di simpang 3 tidak bersinyal Jalan Raya Kalimalang menuju ke Jalan Kincan Raya Jatibening. Berdasarkan metode PKJI 2023, kapasitas simpang tiga tersebut mencapai 2194 smp/jam. Arus lalu lintas dari arah Bekasi mencapai puncaknya pada hari Senin antara pukul 06.45-07.45 WIB dengan arus senilai 1567 smp/jam, tingkat kejenuhan senilai 0,63 serta derajat pelayanan C, yang mengindikasikan bahwa arus lalu lintas relatif stabil dengan kecepatan terkendali. Arus dari arah Jakarta pada waktu yang sama mencapai puncaknya sebesar 1853 smp/jam dengan derajat kejenuhan 0,75 serta level pelayanan D, yang menandakan arus menuju stabil dengan kecepatan dapat terkendalikan. Disamping itu, arus lalu lintas daripada arah Jalan Kincan Raya dengan puncak arus sebesar 3039 smp/jam serta level kejenuhan 1,22, dengan level pelayanan F./Traffic intersections significantly influence and reflect the traffic conditions of a road network. An intersection is a location where vehicles from various directions cross paths and change lanes. The traffic volume on Jalan Raya Kalimalang has increased annually, leading to congestion at the unsignalized three-way intersection of Jalan Raya Kalimalang toward Jalan Kincan Raya Jatibening. According to the PKJI 2023 method, the capacity of this three-way intersection reaches 2,194 pcu/hour. The traffic flow from Bekasi peaks on Mondays between 06:45-07:45 AM WIB, reaching 1,567 pcu/hour, with a saturation level of 0.63 and a level of service (LOS) C, indicating relatively stable traffic flow with controlled speed. The traffic flow from Jakarta at the same time peaks at 1,853 pcu/hour, with a saturation degree of 0.75 and LOS D, signifying traffic approaching stability with manageable speed. Meanwhile, traffic from Jalan Kincan Raya reaches a peak of 3,039 pcu/hour with a saturation level of 1.22 and LOS F.
| Item Type: | Thesis (S1) | ||||||||||||
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| Subjects: | TECHNOLOGY TECHNOLOGY > Engineering (General). Civil engineering (General) |
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| Divisions: | FAKULTAS TEKNIK > Teknik Sipil | ||||||||||||
| Depositing User: | Mr Andreas Samuel Kristofel | ||||||||||||
| Date Deposited: | 27 Aug 2026 08:29 | ||||||||||||
| Last Modified: | 27 Aug 2026 08:29 | ||||||||||||
| URI: | http://repository.uki.ac.id/id/eprint/23598 |
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