Manajemen Lalu-Lintas Akibat Pembangunan Superblock The Frontage Surabaya

Safitri, Dian Fani Kurnia (2016) Manajemen Lalu-Lintas Akibat Pembangunan Superblock The Frontage Surabaya. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Kondisi simpang bersinyal Jl. A. Yani-Jl. Margorejo Indah, serta simpang bersinyal Jl. A. Yani- Jl. Jemur Sari saat ini adalah padat lalu-lintas. Kondisi kepadatan ini diakibatkan ruas jalan tersebut merupakan jalan arteri dimana yang fungsinya menjadi penghubung antara kota Surabaya dan kota Sidoarjo. Selain itu diakibatkan juga oleh kecamatan Wonocolo dan sekitarnya yang merupakan kawasan padat penduduk, area industri dan area pusat perdagangan dimana banyak kendaraan berat maupun mobil penumpang yang melintas. Sehingga hal ini menimbulkan bangkitan volume lalu lintas dikawasan tersebut. Pembangunan Superblock The Frontage Surabaya ini diperkirakan akan berpengaruh besar terhadap kondisi arus lalu lintas pada sepanjang ruas jalan dan simpang disekitar area tersebut. Proses manajemen lalu-lintas dimulai dengan analisa kinerja ruas jalan dan simpang kondisi eksisting (2016) dan 5tahun kedepan (2022) sejak beroperasinya Superblock The Frontage Surabaya, dimulai dengan pelaksanaan survey lalulintas dilapangan untuk mendapatkan data primer kemudian dianalisa menggunakan acuan perumusan pada PKJI 2014 dengan bantuan program Microsoft Excel. Untuk data pertumbuhan kendaraan didapat dari Dinas Perhubungan Kota Surabaya sebagai acuan untuk data sekunder. Hasil analisa kondisi eksisting (2016) diperoleh Dj tertinggi simpang bersinyal Jl. A. Yani–Jl. Margorejo Indah pendekat Timur belok kanan=1,653 untuk puncak sore dan ii simpang bersinyal Jl. A. Yani–Jl. Jemur Sari pendekat Frontage sisi Timur belok kiri=1,438 untuk puncak sore. Hasil analisa tahun 2017 diperoleh Dj tertinggi simpang bersinyal Jl. A. Yani–Jl. Margorejo Indah pendekat Timur belok kanan=1,69 untuk puncak siang dan simpang bersinyal Jl. A. Yani–Jl. Jemur Sari pendekat Frontage sisi Timur belok kiri=1,107 untuk puncak pagi. Hasil analisa tahun 2022 diperoleh Dj tertinggi simpang bersinyal Jl. A. Yani–Jl. Margorejo Indah pendekat Timur belok kanan=2,45 untuk puncak sore dan simpang bersinyal Jl. A. Yani–Jl. Jemur Sari pendekat Frontage sisi Timur belok kiri=1,304 untuk puncak pagi. Hasil manajemen lalu-lintas menghasilkan Dj tertinggi simpang Jl. A. Yani-Jl. Margorejo Indah pada pendekat utara puncak siang=0,995 dan simpang bersinyal Jl. A. Yani-Jl. Jemur Sari pada pendekat timur puncak pagi=1.023. ====================================================================================================== The condition of signalized intersection of A. Yani Street- Margorejo Indah Street and A. Yani Street-Jemur Sari Street are very crawded this time. This condition is caused by road that served as the arterial road which connected Surabaya and Sidoarjo. In addition, it is also due to the dense inhabitant region of wonocolo subdistrict, industrial and commercial area that always crossed by heavy vehicles and other passenger vehicles. These are cause the generating of traffic volume. The construction of Superblock The Frontage Surabaya certainly will be impact to all the long road and the junction itself. Traffic management process begins with an analysis of the existing intersection performance (2016) and 5 years later (2022), since Superblock The Frontage Surabaya operated, Starting with traffic surveys as the primary data were analyzed using the formulation of PKJI 2014 processed by microsoft excel. Vehicle growth data obtained from Dinas Perhubangan Kota Surabaya as secondary data. Based on existing condition (2016) analysis obtained the highest Derajat Kejenuhan (Dj) on signal junction of of A. Yani Street-Margorejo Indah Street at eastern right side approach is 1.635 for evening peak and signal junction of A. Yani Street-Jemur Sari iv Street at eastern left side frontage approach is 1.438 for evening peak. In 2017, the result obtained the highest "Dj" on signal junction A. Yani Street-Margorejo Indah Street at eastern right side approach is 1.69 for noon peak and signal junction of A. Yani Street-Jemur Sari Street at eastern left side approach is 1.107. In 2022, the result obtained the highest "Dj" on signal junction of A. Yani Street- Margorejo Indah Street at eastern right side approach is 2.45 for evening peak and signal junction of A. Yani Street-Jemur Sari Street at eastern left side approach is 1.304 for morning peak. The results of traffic management develop the highest Dj junction of A. Yani Street-Margorejo Indah Street at noon on north approach = 0.995 and the intersection of A. Yani Street-Margorejo Indah Street at morning peak hour on west approach = 1,023.

Item Type: Thesis (Undergraduate)
Additional Information: RSS 388.413 1 Saf m 3100016066219
Uncontrolled Keywords: superblock the frontage surabaya, manajemen lalu-lintas, bangkitan lalu-lintas, pembebanan, wonocolo, superblock the frontage surabaya, traffic management, trip generation, trip distribution.
Subjects: H Social Sciences > HE Transportation and Communications > HE355 Traffic engineering
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User: - Davi Wah
Date Deposited: 18 Feb 2020 03:27
Last Modified: 18 Feb 2020 03:27
URI: http://repository.its.ac.id/id/eprint/74930

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