Laserfiche WebLink
THE CITY OF SUNNY ISLES BEACH <br />PROJECT NO. 21-1011 <br />BUILDING DEPARTMENT RELOCATION TO ANNEX <br /> <br />Project No. 21-1011 November 20124 031500 Concrete Accessories-4 <br />2. Develop and utilize an effective method of field marking anchor and dowel test <br />locations and results. <br /> <br />B. Test 25 percent of torque controlled mechanical anchors installed on a given day in <br />tension using pullout procedure. Test to 80% of specified yield strength of the dowel or <br />200% of the ICC rated static capacity for 2500 psi concrete whichever is the lesser. <br />Anchors specifically noted on the drawings as “No test required” do not require tension <br />testing. <br /> <br />C. Test 25 percent of reinforcing steel dowels and threaded rods installed with epoxy on a <br />given day in tension using pullout procedure. Test to 80% of specified yield strength of <br />the dowel or 150% of the ICC rated static capacity whichever is the lesser with special <br />inspection. Dowels specifically noted on the drawings as “No test required” do not <br />require tension testing. <br /> <br />D. Pull test 25 percent of epoxy-type anchors installed on a given day in tension using <br />pullout procedure. Test to 150 percent of the ICC rated capacity with special inspection. <br /> <br />E. If the failure rate of anchors or dowels exceeds 10 percent, testing will be increased to <br />100 percent of that day’s installation of similar anchors or dowels. Testing will be <br />reduced to 25 percent of that day’s installation when the failure rate is reduced to 10 <br />percent or less. <br /> <br />F. Failed anchors and dowels shall be replaced at no additional cost to the University and <br />the Subcontractor shall reimburse the University for cost of additional testing. <br /> <br /> <br />END OF SECTION <br />