Rigid pavement thickness design analysis using Austroads 1992 and AASHTO 1993 Methods :: Case Study Cipularang toll road

Rigid pavement thickness design analysis using Austroads 1992 and AASHTO 1993 Methods :: Case Study Cipularang toll road

محفوظ في:

التفاصيل البيبلوغرافية
المؤلفون الرئيسيون:	, TONY, D, , Ir. Wardhani Sartono, M.Sc
التنسيق:	Theses and Dissertations NonPeerReviewed
منشور في:	[Yogyakarta] : Universitas Gadjah Mada 2009
الموضوعات:	ETD
الوصول للمادة أونلاين:	https://repository.ugm.ac.id/80609/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=41473
الوسوم:	إضافة وسم لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!

مواد مشابهة

Flexible pavement thickness design analysis using Austroads 1992 and AASHTO 1993 methods :: Case study Cipularang Toll Road
بواسطة: , MASITA, Resi, وآخرون
منشور في: (2009)

Analisis tebal perkerasan lentur dengan metode Austroads dan AASHTO 1993 :: Studi kasus pembangunan Jalan Tol Nganjuk-Kertosono
بواسطة: , MUBARAK, Husni, وآخرون
منشور في: (2009)

EVALUATION OF RIGID PAVEMENT STRUCTURAL CONDITION USING AASHTO 1993 (CASE STUDY: RANCAEKEK ROAD SECTION)
بواسطة: Karimah, Hasna

EVALUATION OF CALIBRATION FACTOR TO IRI AASHTO MEPDG MODEL FOR ASPHALT OVERLAYS OF RIGID PAVEMENT ON SURABAYA GRESIK TOLL ROAD
بواسطة: Endy Adiyatma, Muhammad

ROAD SAFETY INVESTIGATION IN CIPULARANG TOLL ROAD
بواسطة: Nabila, Syahla

STRUCTURAL EVALUATION FOR FLEXIBLE PAVEMENT BASED ON AASHTO 1993 AND AUSTROADS 2011 METHOD (CASE STUDY: EASTERN LINK OF SUMATRA HIGHWAY, TEMPINO - BATAS SUMSEL SECTION)
بواسطة: PARDIARINI, DWI

STRUCTURAL EVALUATION ON RIGID PAVEMENT USING AASHTO 1993 METHOD AND ASPHALT INSTITUTE (MS - 17) (CASE STUDY: NATIONAL ROAD OF LINGKAR KARAWANG)
بواسطة: SYAHFITRI, SANDRA

BUSINESS CHANGING STRATEGY OF SME IN REST AREA CIPULARANG TOLL ROAD
بواسطة: Yudha Yehuda - 29115735, Tri

OVERLAY THICKNESS ANALYSIS OF FLEXIBLE PAVEMENT USING AUSTROAD 2010 METHOD AND KENPAVE PROGRAM (CASE STUDY: Freeway CIPALI (Cikopo - Palimanan) Toll Road Km 110 + 000 until 115 + 000)
بواسطة: Stevenson Lau, Yansen

ANALYSIS OF THE INFLUENCE OF POLYPROPYLENE FIBER ON CONCRETE IN RIGID PAVEMENT (DESIGN THICKNESS STUDY OF RIGID PAVEMENT BASED ON PD T-14-2003 AND MDPJ 2017 METHODS ON THE KAYU AGUNG - PALEMBANG - BETUNG TOLL ROAD)
بواسطة: Azhar Suganda Putra, Rafi

EVALUATION STRUCTURAL CONDITIONS OF RIGID PAVEMENT USING AASHTO 1993 AND MDP 2017 METHOD (CASE STUDY: SOEKARNO â HATTA ROAD (BANDUNG) KM. 8+100 S/D 11+600)
بواسطة: Putri Muslimah, Dian

STUDY OF REMAINING SERVICE LIFE OF FLEXIBLE PAVEMENT USING AASHTO (1993) AND PATERSON METHODS, AND PROPOSED PAVEMENT MAINTANANCE PROGRAM (CASE STUDY: ROAD SECTIONS IN THE CITY OF BATAM)
بواسطة: Ratna Sari, Nochvia

A STUDY OF TOLL ROAD INVESTMENT RISK FROM VIEWPOINT OF GEOTECHNICAL PROBLEM ON SOIL PILES (A Case Study of Cipularang and Cisumdawu Toll Roads)
بواسطة: SUKARNO (NIM : 25003053); Pembimbing : DR. Ir. Ilyas Suratman, CES, DEA., ASEP

ANALYSIS OF REMAINING SERVICE LIFE PREDICTION FOR FLEXIBLE PAVEMENT USING AASHTO 1993 METHOD AND BINA MARGA 2021 GUIDELINES(CASE STUDY: TRANS SUMATERA TOLL ROAD SECTION TERBANGGGI BESAR - PEMATANG PANGGANG)
بواسطة: Rahman, Aulia

STRUCTURAL EVALUATION OF FLEXIBLE PAVEMENT BY USING AASHTO 1993 AND BINA MARGA 2013 METHOD (Case Study: Nasional Road from Losari to Cirebon)
بواسطة: HARIS FAHRUDDIN AJI (nim : 26912327), AKHMAD

EVALUATION OF THE STRUCTURAL CONDITION FOR FLEXIBLE PAVEMENT USING AASHTO 1993 METHOD AND EVERCALC PROGRAM Case Study : Pantura Road Sewo Lohbener Segment.
بواسطة: Marshal, Amando

COMPARATIVE ANALYSIS OF OVERLAY THICKNESS USING ELMOD COMPUTER PROGRAM VERSION 5 AND AASHTO 1993 METHOD CASE STUDY: JAGORAWI TOLL ROAD (SECTION BOGOR ÃâÃâ CIAWI)
بواسطة: SAMANTHA TAMBUN (NIM : 250 08 037); Pembimbing : Prof. Dr. Ir. Bambang Sugeng S., DEA.; Dr. , LUCIANA

COMPARISON OVERLAY OF FLEXIBLE PAVEMENT ANALYSIS USING AASHTO 1993 METHOD AND EVERSERIES PROGRAM (Case Study : Pantura Road Section : Bts. Pamanukan - Sewo)
بواسطة: GERARDO (nim: 26912311), FAISAL

SLOPE STABILITY ANALYSIS AND SOLUTION AT KM 96+600/B OF CIKAMPEK-PURWAKARTA-PADALARANG (CIPULARANG) TOLL ROAD
بواسطة: ATMODJO (NIM 25005036); Pembimbing: Ir. Masyhur Irsyam, MSE, Ph.D., HENDRO

CORRELATION STUDY ON SOIL DATA RESULT FROM SEISMIC REFRACTION, FIELD AND LABORATORY INVESTIGATIONS FOR THE CIPULARANG TOLL ROAD
بواسطة: MULTI REZEKI (NIM 25005005); Pembimbing: Dr. Ir. Ilyas Suratman, CES, DEA., INGRID

STRUCTURAL EVALUATION OF FLEXIBLE PAVEMENT USING THE 1993 AASHTO METHOD WITH THE 2017 MANUAL PAVEMENT DESIGN (MDP) METHOD(CASE STUDY: BATANG TORU NATIONAL ROAD SECTION â PADANG SIDIMPUAN CITY)
بواسطة: Purnama Sari, Winda

STRUCTURAL PERFORMANCE EVALUATION OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT WITH ASPHALTIC CONCRETE SURFACED (AC/CRCP) USING AASHTO 1993 METHOD
بواسطة: KHADARUSNO, HARI

PREDICTION OF REMAINING SERVICES LIFE AND FAILURE LOCATION OF FLEXIBLE PAVEMENT USING INDONESIAN ROAD MANAGEMENT SYSTEM (IRMS) V.3 AND AASHTO 1993 METHOD(CASE STUDY : BTS. PROV. JAMBI - PENINGGALAN ROAD)
بواسطة: Urmila, Dea

ASSESSMENT OF THE STRUCTURAL INTEGRITY OF THE JAKARTA . CIKAMPEK TOLL ROAD PAVEMENT
بواسطة: Suwendi

MAINTENANCE PROGRAM ANALYSIS OF FLEXIBLE PAVEMENT BASED ON STRUCTURAL CONDITION AND DISTRICT DRAINAGE CONDITION USING AASHTO (1993) METHOD AND DEFLECTION BOWL
بواسطة: Haryana B, Ingrid

Alternative rigid pavement design for the Deparo-Camarin Road, Caloocan City
بواسطة: Abergas, Jefrey, وآخرون
منشور في: (1993)

ROAD MAINTENANCE MANAGEMENT STUDY BASED ON PRESENT SERVICEABILITY INDEX (PSI), PAVEMENT CONDITION INDEX (PCI), AND SURFACE DISTRESS INDEX (SDI) CASE STUDY: CIKOPO-PALIMANAN TOLL ROAD KM 90 - 80 RIGID PAVEMENT
بواسطة: Tiara Aisyah, Sonya

PREDICTION ANALYSIS OF THE REMAINING LIFE OF FLEXIBLE PAVEMENT USING THE AASHTO1993 METHOD AND THE PATERSON METHOD AND DAMAGE ANALYSIS OF PAVEMENT LAYERS USING THE HORACK METHOD. (CASE STUDY: THE PARIAMAN CITY BYPASS ROAD STA 52+100 - 57+100)
بواسطة: Oktavia Tanjung, Fitri

ANALYSIS OF RIGID PAVEMENT SYSTEMS WITH SUBBASE VARIATIONS FOR RAISING ROAD IN FLOOD AREAS
بواسطة: Satriya Wardhana, Andhy

STRUCTURAL AND FUNCTIONAL EVALUATION ANALYSIS OF FLEXIBLE PAVEMENT USING AUSTROADS 2011 METHOD (CASE STUDY: BANDUNG-PURWAKARTA HIGHWAY)
بواسطة: SENO SAPUTRO , M.

COMPARISON BETWEEN THE BINA MARGA METHOD AND THE 1986 AASHTO METHOD FOR FLEXIBLE PAVEMENT
بواسطة: Ghofar Ismail (NIM 26989016), Achmad

STRUCTURAL EVALUATION OF FLEXIBLE PAVEMENT USING AASHTO 1993 METHODS AND ELMOD 6 PROGRAM (CASE STUDY: PADALARANG ÃâÃâ CISOMANG HIGHWAY)
بواسطة: ANGGRAINI, FENNY

ANALYSIS OF ADDING POLYPROPYLENE FIBER TO CONCRETE IN THE DESIGN PLANNING OF RIGID PAVEMENT THICKNESS ON THE TRANS SUMATRA TOLL ROAD (JTTS), SECTION PEMATANG PANGGANG â KAYU AGUNG ZONE 1A STA. 108+600 â 112+600, SOUTH SUMATRA
بواسطة: Aria Zhafari, Raditya

Pavement management system for distric road network :: Case study Sleman Distric in Yogyakarta Special Region, Indonesia
بواسطة: , NOVANDAYA, Didi Awang, وآخرون
منشور في: (2009)

Transport cost at Jakarta intra urban toll road and non toll road
بواسطة: , JUNAEDI, Dwi Saponingrum, وآخرون
منشور في: (2009)

ANALYSIS EFFECT OF BONDING ON OVERLAY DESIGN USING AUSTROADS METHOD (CASE STUDY : JATIBARANG â PALIMANAN ROADS)
بواسطة: Aisyah, Linda

EVALUATION OF CIPULARANG TOLL BRIDGE PERFORMANCE BASED ON SNI 1725:2016 AND SNI 2833:2016 CASE STUDY OF CIMETA BRIDGE
بواسطة: Irpano Putra, Yastri

COMPARISON OF CONSTRUCTION COST ANALYSIS OF JOINTED REINFORCED CONCRETE PAVEMENT AND PRECAST-PRETRESSED CONCRETE PAVEMENT CASE STUDY KANCI PEJAGAN TOLL ROAD
بواسطة: INDERA PERDANA (NIM: 15005015); Pembimbing : Ir. Reini D. Wirahadikusumah, MSCE., Ph.D., MUHAMMAD

COMPARATIVE STUDY ON LIFE CYCLE COST ANALYSIS IN RIGID PAVEMENT AND FLEXIBLE PAVEMENT (CASE STUDY : ROAD WIDENING PROJECT PAKKAE - BTS.KOTA PANGKEP )
بواسطة: RACHMAYATI , DINA

Sensitivity analysis in flexible pavement performance using mechanistic empirical method :: Case study Cirebon-Losari Road Segment, West Java
بواسطة: , SAMAD, Edovita, وآخرون
منشور في: (2010)