PERENCANAAN JALAN AKSES JATI – GENENGWARU STA 0+000 – STA 3+000 MENGGUNAKAN PERKERASAN LENTUR KABUPATEN PASURUAN PROPINSI JAWA TIM

Jalan akses adalah prasarana yang sangat penting, karena jalan akses dapat menunjang kelancaran arus lalu lintas dari Jalan Tol ruas Gempol-Pasuruan. Tujuan Perencanaan Jalan Akses Jati-Genengwaru.yaitu untuk meningkatkan pelayanan kepada masyarakat yang menggunakan Jalan Tol ruas Gempol- Pasuruan sebagai jalur transportasi. Perencanaan jalan ini bertujuan untuk mengetahui tebal lapis perkerasan jalan, dimensi saluran drainase, bentuk geometrik jalan, serta menghitung rencana anggaran biaya yang dibutuhkan. Metode yang digunakan pada perencanaan jalan ini meliputi perhitungan tebal lapis perkerasan dengan menggunakan metode analisa komponen 1987, analisa kapasitas jalan dengan menggunakan Manual Kapasitas Jalan Indonesia (MKJI ) 1997, perencanaan drainase dengan menggunakan Metode SNI -03-3424-1994, perencanaan geometri jalan raya dengan menggunakan Metode Bina Marga, dan rencana anggaran biaya dengan menggunakan HSPK kota Surabaya. Dari hasil perhitungan perencanaan jalan akses Jati- Genengwaru ini diperoleh lebar untuk satu lajur 3,75 m dengan 4 lajur 2 arah terbagi (4/2D). Serta konstruksi vii berupa tebal lapis perkerasan 10 cm Laston (MS 744), 40 cm batu pecah kelas B (CBR 80%), 40 cm sirtu kelas C (CBR 30%). Untuk dimensi saluran tepi (Drainase) menggunakan pasangan batu kali berberntuk segi empat. Rencana anggaran biaya untuk Jalan Akses Jati-Genengwaru ini adalah Rp 21.674.701.000,00 (Terbilang dua puluh satu milyar enam ratus tujuh puluh empat juta tujuh ratus satu ribu rupiah).


Alt. Description

The accsess road is very important of infrastructure, because the access road can be support the smooth traffic of flow from the highway segment Gempol-Pasuruan. The purpose of Jati-Genengwaru Access Road Planning is to improve treatments for the people who use the toll road segment Gempol-Pasuruan as transportation. This road planning aims to find thick layers of road pavement, drainage channel dimensions, geometric shapes roads, and calculate the cost of the required budgetplan. The method used in the planning of this road include the calculation of pavement layer thickness by using the component analysis method 1987, the capacity analysis of the road using the Manual Road Capacity of Indonesia (MKJI) 1997, drainage planning using SNI 03-3424-1994, planning of road geometric using the basics of geometric path planning, and budget costs by using HSPK city of Surabaya. From the calculation of Jati-Genengwaru access planning is obtained forsingle-lane with of 3,75 m with a 4-lane two-way split (4/2D). And the construction of the thick layer of pavement 10 cm Laston (MS 744), 40 cm Crushed stone class B (CBR ix 80%), 40 cm sirtu class C (CBR 30%). For the dimensions channel edge (Drainage) using follow of river rocks. Budget plan for this Jati-Genengwaru Access Road is Rp 21.548.158.000,00 (twenty one billion five hundred and fourty eight million one hundred five eight thousand rupiahs).

1.  ITS-NonDegree-20018-perencanaan-jalan-aksesjati-genengwaru-sta-0-000-sta-3-000menggunakan-perkerasan-lenturkabupaten-pas.pdf - 56 KB
2.  ITS-NonDegree-20018-the-road-access-design-ofjati-genengwaru-sta-0-000-sta-3-000using-flexible-pavementpasuruan-regency-.pdf - 56 KB
3.  ITS-NonDegree-20018-3108030023-3108030026-abstract-idpdf.pdf - 210 KB
4.  ITS-NonDegree-20018-3108030023-3108030026-abstract-enpdf.pdf - 211 KB
5.  ITS-NonDegree-20018-3108030023-3108030026-prefacepdf.pdf - 245 KB
6.  ITS-NonDegree-20018-3108030023-3108030026-approval-sheetpdf.pdf - 122 KB
7.  ITS-NonDegree-20018-3108030023-3108030026-tablespdf.pdf - 226 KB
8.  ITS-NonDegree-20018-3108030023-3108030026-table-of-contentpdf.pdf - 230 KB
9.  ITS-NonDegree-20018-3108030023-3108030026-illustrationpdf.pdf - 221 KB
10.  ITS-NonDegree-20018-3108030023-3108030026-bibliographypdf.pdf - 311 KB
11.  ITS-NonDegree-20018-3108030023-3108030026-biographypdf.pdf - 226 KB
12.  ITS-NonDegree-20018-3108030023-3108030026-chapter1pdf.pdf - 425 KB
13.  ITS-NonDegree-20018-3108030023-3108030026-conclusionpdf.pdf - 246 KB

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