(A) (1) Each compacted layer will be observed for deflection or reaction under moving loaded equipment to verify that no soft or pumping areas remain in any layer or foundation soil.
(2) Correct any such areas.
(3) Equipment to be used for testing will be large heavy equipment loaded to maximum GVW.
(B) (1) If the city feels that the aggregate layers are inadequately compacted or inadequately tested or not witnessed, the city may order actual tests including a proctor lab sample to determine the maximum compactable density of the material in addition to nuclear gauge compaction tests of the area in question.
(2) The cost of the ordered tests will be the responsibility of the contractor.
(Res. 2012-05, passed 3-1-2012)