Rev. 9-1-96

RIPRAP

616-R-034

Riprap shall be placed at the locations shown on the plans. The estimated quantity of riprap material required for use in scoured areas near paved side ditches has been calculated to be 1.8 Mg/m3 (1.5 t/cyd).

Riprap shall be in accordance with the applicable requirements of 616. However, payment will be made at the contract unit price per megagram (ton).