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ITS » Non Degree » Kimpraswil Kons.Bang.Transp. D3
Posted by aseri at 18/01/2010 12:56:01  •  4798 Views


PERENCANAAN ULANG PERKERASAN LENTUR JALAN AKSES JEMBATAN NASIONAL SURABAYA-MADURA SURAMADU SISI MADURA STA.8000 SD STA.11350 MADURA JAWA TIMUR

Author :
Hadid, Muhammad 




ABSTRAK

Jembatan Nasional Surabaya-Madura Suramadu dibangun untuk membantu pemerataan perekonomian Jawa Timur khususnya Pulau Madura. Untuk membantu fungsi Jembatan Suramadu dibangun infrastruktur penunjang yakni Jalan Akses Jembatan Suramadu. Pada pengerjaan Proyek Akhir ini bagian yang diambil adalah Jalan Akses Jembatan Nasional Suramadu sisi Madura Sta. 8000 Sta. 11350. Perencanaan Jalan Akses Jembatan Suramadu sisi Madura ini meliputi analisa kapasitas jalan sesuai dengan Manual Kapasitas Jalan Indonesia 1997 kontrol geometrik jalan menggunakan Tata Cara Perencanaan Geometrik Jalan Antar Kota Rancangan Akhir Bina Marga 1990 perencanaan tebal perkerasan sesuai dengan Tata Cara Perencanaan Tebal Perkerasan Lentur Jalan Raya dengan Metode Analisa Komponen SNI 1732 1989 F perencanaan saluaran drainase yang mengacu pada Tata Cara Perencanaan Drainase Permukaan Jalan SNI 03-3424-1994.Hasil perhotungan yang telah dilakukan didapatkan hasil bahwa dengan lebar jalan 10 m didapatkan derajat kejenuhan DS pada awal umur dengan nilai 0.301 dan pada akhir umur rencana didapatkan nilai 0.36.Tebal perkerasan dengan umur rencana sepuluh tahun didapatkan tebal 5 cm untuk lapisan surface Laston MS744kg A0.40 20 cm untuk tebal lapisan base course Material A CBR100 A0.14 dan 20 cm untuk lapisan sub base CBR50 A0.12. Perkiraan biaya yang dibutuhkan dalam perencanaan jalan ini adalah sejumlah Rp Rp 17413042100-Tujuh belas milyar empat ratus tiga belas juta empat puluh dua ribu seratus rupiah.


ABSTRACT

Surabaya-Madura Suramadu National Bridge built to increase the Economic of East Java specially Madura. To assist the function of Suramadu Bridge founded infrastructure is the Access Road of Suramadu Bridge. For the Final Project job the part of use is Access Road of Suramadu Bridge form Madura side Sta. 8000 Sta. 11350. Planning Of Road Access Road Bridge of Suramadu side of Madura this cover capacities analysis walke as according to Manual Kapasitas Jalan Indonesia 1997 control of geometrik road use Tata Cara Perencanaan Geometrik Jalan Antar Kota Rancangan Akhir Bina Marga 1990 planning of pevement according to Tata Cara Perencanaan Tebal Perkerasan Lentur Jalan Raya dengan Metode Analisa Komponen SNI 1732 1989 F planning of drainage saluaran which relate Tata Cara Perencanaan Drainase Permukaan Jalan SNI 03-3424-1994.Result of analize which have to be got result of that widely road 10 m got degree of saturation DS in the early old age with value 0.301 and by the end of plan age got value 0.36.The width of pevement with age plan is ten years got thick 5 cm for the coat of surface Laston MS744KG A0.40 20 cm for base course Material A CBR100 A0.14 and 20 cm for sub base CBR50 A0.12. Estimate of required expense in the plan a number of Rp Rp 17413042100- Seventeen billion and four handred and thirdteen million and fourty two thousand and one handred rupias.



KeywordsJalan Akses
 
Subject:  PERKERASAN LENTUR
Contributor
  1. Ir. Ahmad Faiz HP, Ms
Date Create: 18/01/2010
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-NonDegree-3100009036577
Collection ID: 3100009036577
Call Number: RSS 625.8 Had p


Source
Non Degree, Civil Engineering, RSS 625.8 Had p, 2009

Coverage
ITS Community Only

Rights
Copyright @2009 by ITS Library. This publication is protected by copyright and permission should be obtained from the ITS Library prior to any prohibited reproduction, storage in a retrievel system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise. For information regarding permission(s), write to ITS Library




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  1.  ITS-NonDegree-8187-5Abstract (120709).pdf - 26 KB
  2.  ITS-NonDegree-8187-3106030002-kesimpulan.pdf - 13 KB




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