Some roads in central Bengkulu often experiences pavement deterioration caused by the high number of heavy vehicles carrying load containing natural products. One of the roads being reviewed is Karang Tinggi Penanding road with quite severe damage. This study aimed at knowing if the current pavement thickness could accommodate loads of vehicles passing through the road or it needed to redesign the pavement thickness to accommodate the current traffic. The method used for determining the pavement thickness was the Manual Design 2017 from Bina Marga while knowing a load of heavy vehicles passing through the road was done by using a 2-pad portable weighbridge. The analysis of pavement layer thickness due to the standard load and overloading by using the method of Binamarga 2017, it can be obtained the pavement layer thickness with a standard and overload for surface layer are 30 mm for Hot Rolled Sheet Wearing Course (HRS WC) and 35 mm for Hot Rolled Sheet Base Course (HRS BC), the base course layer is 250 mm and the subbase course layer is 125 mm. The thickness of the pavement obtained is the same because the Cumulative Equivalent Single Axle (CESA) 5 burden obtained is still relatively low.
Thickness Pavement Design Based on Heavy Vehicle Loads
Lecture Notes in Civil Engineering
Proceedings of the Second International Conference of Construction, Infrastructure, and Materials ; Kapitel : 34 ; 385-397
2022-02-01
13 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Thickness Pavement Design Based on Heavy Vehicle Loads
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