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).