Rigid Pavement Condition Assessment With Bina Marga Method and Pavement Condition Index (PCI) Method in Dumai - Duri City at STA 173+000 - 177+000



Fitra Ramdhani, Husni Mubarak, Equinaldo Equinaldo

Abstract


Appraisal the condition of the road on pavement surface is one step in the determination of maintenance management program to a road segments that need to be handled. This study pupose is to determine the road condition on the road section Dumai City  - Duri precisely at STA 173 + 000-177 + 000 and also to determine the type of precise handling program in maintenance. Based on the results of the analysis, the greatest damage type, either use Bina Marga Method and PCI Method is type of slippery aggregate damage. But for the smallest percentage of damage, there is a difference between Bina Marga Method and PCI Method. This is due to a difference in the election unit examined samples. In the Bina Marga Method the smallest damage percentage is type of popouts damage while in PCI method obtained the smallest percentage value of the damage isa type of fracture damage on plate. Results of assesment  rigid pavement road surface conditions at STA 173 + 000-177 + 000 in Dumai City Limits road - Duri by Bina Marga Methodobtained damage limitation percentage on 2.40% to the size of the surface layer of pavement surveyed road conditions were rated as " good (B) "the obtained result of determination program, namely road handling routine maintenance. While the results of the condition assessment of PCI method, PCI value obtained with a value on 65.25 road conditions as "Good " and the determination program of road maintenance is regular maintenance. It can be concluded that the results of assessment of the condition of  Dumai City Limits road - Duri City at STA 173 + 000-177 + 000 using either a Bina Marga Methods and Pavement Condition Index (PCI) Methods in determining the assessment of road conditions and determining the program road plan maintenance obtained the same results.

Keywords


Rigid Pavement, Condition Assessment , Bina Marga Methods, Pavement Condition Index (PCI), Surface Layer of Pavement

Full Text:

PDF

Article Statistics

Abstract View : 0 Times
PDF : 0 Downloaded

References


[1] Abdurrab Press (2015), Pedoman Penulisan Tugas Akhir dan Kerja Praktek, Progam Studi Teknik Sipil, Fakultas Teknik, Universitas Abdurrab, Pekanbaru

[2] Anonim, (1991). Tata Cara Pemeliharaan Perkerasan Kaku (Rigid Pavement) No.10/T/BNKT/1991

[3] Anonim (2011), Peraturan Menteri Pekerjaan Umum No 13/PRT/M/2011, Tata Cara pemeliharaan dan Penilik Jalan.

[4] Anonim (2011). Peraturan Menteri Pekerjaan Umum, Nomor 19.Jakarta Departemen Pekerjaan Umum.

[5] Anonim (2013). Manual Desain Perkerasan Jalan Nomor 02/M/BM/2013.Jakarta : Direktorat Jenderal Bina Marga, Kementerian Pekerjaan Umum.

[6] Asriadi (2011), Evaluasi Kegiatan Pemeliharaan Jalan Ditinjau Dari Jenis Perkerasan dan Pola Penanganan Dikabupaten Selayar. Tesis Mahasiswa Program Megister Teknik Sipi, Universitas Sebelas Maret, Surakarta

[7] ASTM Internasional, (2007), Standard Practice for Roads and Parking Lots_Pavement_Condition_Index_Surveys,_http://www.cee.mtu.edu/~balkire/CE5403/ASTMD6433.pdf

[8] A. T. Dachlan (2009), Kajian Lapangan Perkerasan Jalan Beton Pracetak di Indonesia. Jurnal Jalan dan Jembatan. Volume 26 No. 3, November 2009. Pusat Litbang Jalan dan Jembatan, Bandung

[9] H. C. Hardiyatmo (2007), Pemeliharaan Jalan Raya, Perkerasan Drainase dan Longsoran, Gajah Mada University Press, Yogyakarta.

[10] SignalReadyMix(2014),http://www.signalreadymix.co/blog/ready-mix-concrete-atau-cor-beton-curah-siap-pakai#popup

[11] Shahin, M.Y., 1994, Pavement Management for Airport, Road, and Parking Lots, Chapman & Hall, New York

[12] Supardi, (2013), Jurnal Teknik Sipil Untan/Volume 13 Nomor 1, Evaluasi Kerusakan Pekerasan Rigid dengan Menggunakan Metode Bina Marga (Studi Kasus Ruas Jalan Sei.Durian – Rasau Jaya Km 21 + 700 s.d 24 + 700), Universitas Tanjung Pura, Pontianak, 129-137.

[13] Winarto, (2015), Perbandingan Metode Bina Marga dan Metode Pavement Condition Index (PCI) Dalam Peniliaian Kondisi Perkerasan Jalan S.M Amin Kota Pekanbaru, Tugas Akhir Mahasiswa Teknik Jurusan Teknik Sipil, Universitas Abdurrab, Pekanbaru.


Refbacks

  • There are currently no refbacks.


IJDSMC Indexed by:

Copyright of IJDSMC (e-ISSN: 2502-0692)

           

Web
Analytics Made Easy - StatCounter View My Stats