Open AccessSTUDI EVALUASI TEBAL PERKERASAN KAKU PADA RUAS JALAN DRADAH – KEDUNGPRING MENGUNAKAN METODE BINA MARGA 2002
Author(s) -
Nur Azizah Affandi,
Rasio Hepiyanto
Publication year - 2018
Publication title -
u karst
Language(s) - English
Resource type - Journals
eISSN - 2581-0855
pISSN - 2579-4620
DOI - 10.30737/ukarst.v2i2.265
Subject(s) - traffic volume , transport engineering , axle load , engineering , computer science , structural engineering , axle
Damage to the dradah-kedungpring road is not only caused by the amount (volume) of the vehicle that exceed the capacity of the road, but in it is also related to various factors namely human factor and natural factor. Overload is a vehicle's axle load condition exceeding the standard load used on the pavement design assumption or the number of operational paths before the age of the plan is reached, or often referred to as premature deterioration.The method of rigid pavement road planning which is made by Depaterment of Public Works that is Bina Marga method cannot be applied in standard planning in the field implementation maximally so that it has weakness which resulted in the early damage on the highway before the achievement of plan age In this final project will produce the planning of rigid Pavement Thickness on Dradah – Kedungpring road Using Bina Marga Method 2002 ", the thickness is produced calculation with actual vehicle load for traffic data in the calculation Thick pavement has been using data from the results of traffic surveys that exist.In the research that has been done on the thickness rigid pavement dradah-Kedungpring road obtained thickness of 24 cm is expected to provide a good service life in accordance with the expected age of the plan. Keywords: Pavement, LHR, CBR, Vehicle Overloading Expenses.