KAJIAN LAPANGAN PERKERASAN JALAN BETON PRACETAK DI INDONESIA
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Abstract
and edges of panels have surface and edge defects that caused significantly high deflection and roughness. Surface roughness arround 2,3 m/Km at Kanci-Pejagan is relatively good. RDCRB have studied small scale in the laboratory using two joints variations. The performance of joints is then examined to vertical and horizontal deformation, and the result shows safe
deformation. The evaluation result will be applied on the field trials of precast concrete by RDCRB.
Keywords: precats concrete, prestress, precast-prestress, panel, vertical deflection
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