Where the town Mayor has given permission for open cut utility installations in existing paved streets or a paved street requires repair, the following minimum standards shall apply for pavement repair.
(A) Subgrade shall be compacted to 95% standard proctor density at within 5% optimum moisture.
(B) Adjacent concrete pavement shall be saw cut a depth of two inches true to line, squared, and removed with a jackhammer.
(C) Adjacent asphalt pavement shall be saw cut or jackhammered within an asphalt chisel true to line, squared, and removed with a jackhammer.
(D) Subgrade shall be uniform depth from edge to edge.
(E) Concrete thickness, compressive strength, finish, jointing, and curing shall be per figure in § 9-3-8.
(Prior Code, § 9-3-4)