SECTION 315100 ANCHOR TIEBACKS
2011 01 24 nbsp 0183 32 Anchors shall be grouted with Portland cement grout for the full length of the hole to within 6 inches of the ground surface back of the pier When the grout has attained the minimum compressive strength load test the anchor see Paragraph 3 04 After successfully load testing the anchor lock off at the post tension force specified on the