Slurry Seal: Teknologi Pada Preservasi Perkerasan Lentur
DOI:
https://doi.org/10.52989/jaet.v1i2.17Kata Kunci:
Slurry seal, preservasi perkerasan lentur, TeknologiAbstrak
Cracks in the flexible pavement is a condition that occurs due to non-uniform stress distribution of loads on the pavement, resulting in damage to the weaker material, which then develops to other parts. Several types of treatment toovercome the cracks are:Crack Treatment; Surface Treatment; Crack Repair,andPavement Rehabilitation. One type of treatment in the preservation of flexible pavement cracking isslurry seals. Slurry sealis a stable mixture of slow, steady emulsion asphalt, fine aggregate with continuous gradation, filler and water. The advantages ofthe slurry seal areefficient, durable, and applicable. Applicationslurry seal inthe preservation of flexible pavement canimprove the life of the pavement for up to 8 years. In addition, manytreatment of type slurrysealreducing various thedamageof pavement.
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Referensi
Asphalt Insitute. 2009. Asphalt in Pavement Preservation and Maintenance. Manual Series 16 (MS-16) Fourth Edition. Washington DC.: the Asphalt Insitute.
Caltrans. 2008. Maintenance Technical Advisory Guide Volume 1 – Flexible Pavement Preservation. 2nd Edition. Sacramento: State of California Department of Transportation.
Hicks, R Gary, Seeds, Stephen B, Peshkin, David G. 2000. Selecting a Preventive Maintenance Treatment for Flexible Pavement. Washington DC.: FHWA.
Kucharek, Anton S., dkk. Performance Review of Micro Surfacing and Slurry Seal Applications in Canada.
Nono. 2013. Penggunaan Slurry Seal untuk Pemeliharaan Perkerasan Jalan. Bandung: Pusat Litbang Jalan dan Jembatan.
Oikonomou, N., dan Eskioglou, P. 2007. Alternative Fillers For Use In Slurry Seal. Global NEST Journal, Vol 9, No 2, pp 182-186. Yunani.
The South African National Roads Agency Ltd. 2007. Technical Recommendations for Highway: Design and Construction of Surfacing Seals. TRH3 2007. Pretoria: The South African National Roads Agency Ltd.
Transportation Research Board. 2004, Optimal Timing of Pavement Preventive Maintenance Treatment Applications. National Cooperative Highway Research Program (NCHRP) Report 523. Washington D.C.: TRB.
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