EVALUASI STRUKTUR PERKERASAN JALAN MENGGUNAKAN DATA BERAT BEBAN KENDARAAN DARI JEMBATAN TIMBANG (Studi Kasus pada Ruas Jalan Siberida-Batas Jambi km 255+150 s/d km 256+150)

Simple item page
dc.contributor.authorMeutia, Wita
dc.contributor.authorSentosa Leo
dc.date.accessioned2013-01-14T04:45:46Z
dc.date.available2013-01-14T04:45:46Z
dc.date.issued2013-01-14
dc.description.abstractSiberida-Batas Jambi segment has an important role to facilitate the economy of Riau Province to Jambi Province. But the street was severaly damage. For be expected to facilitate the mobility of Pekanbaru City to Jambi City, Ministry of Public Works planning road improvements. In this final project researches determine how much remaining life and to analyze pavement thickness on the Siberida-Batas Jambi segment . To evaluate the flexible pavement structure used Bina Marga 1989 method and Bina Marga 2002 method. To evaluate the rigid pavement structures used AASHTO 1993 method. According to result, there was difference between Bina Marga 1989 method and “Bina Marga 2002”method. Factors that influence these differences are different Vechicle Damage Factor, vehicle weight used, Equivalent Standart Axle Load (ESAL) and the type of layer pavement used. The rigid pavement thickness at this point requires an additional 7% of the thick original plan. In this research, the remaining life of the plan which occurred at 85,64%en_US
dc.description.sponsorshipen_US
dc.identifier.othernurasmi
dc.identifier.urihttp://repository.unri.ac.id:80/handle/123456789/1347
dc.language.isootheren_US
dc.subjectEquivalent standart axle load (Esal)en_US
dc.subjectremaining lifeen_US
dc.subjectrigid pavementen_US
dc.subjectflexible pavementen_US
dc.titleEVALUASI STRUKTUR PERKERASAN JALAN MENGGUNAKAN DATA BERAT BEBAN KENDARAAN DARI JEMBATAN TIMBANG (Studi Kasus pada Ruas Jalan Siberida-Batas Jambi km 255+150 s/d km 256+150)en_US
dc.typestudent Paper Post Degreeen_US

Files

Original bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
WITA MEUTIA (0707131997)_TEKNIK SIPIL S1.pdf
Size:
437.7 KB
Format:
Adobe Portable Document Format
Download
License bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed upon to submission
Description:
Download

Collections

Civil Engineering