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1 a. Vinyl ester resin. <br /> 2 <br /> 3 b. Polyester resin. <br /> 4 <br /> 5 c. Methacrylate resin. <br /> 6 <br /> 8 <br /> 9 3. Ultimate Anchor Tensile Capacity <br /> 10 Resin bonded anchors shall be tested in accordance with ASTM E 488 to have <br /> 11 the following minimum ultimate tensile load capacity when installed in concrete <br /> 12 having a maximum compressive strength of 6000 pounds per square inch (psi) <br /> 13 at the embedment specified below: <br /> 14 <br /> Anchor Tensile Embedment <br /> Diameter(inch) Capacity (lbs.) (inch) , <br /> 3/8 7,800 3-3/8 <br /> 1/2 12,400 4-1/2 <br /> 5/8 19,000 5-5/8 <br /> 3/4 27,200 6-3/4 <br /> 7/8 32,000 7-7/8 <br /> 1 41,000 9 <br /> 1-1/4 70,000 11-1/4 <br /> 15 <br /> 16 1 17 The Contractor shall submit items 1 and 2 below to the Engineer for all resin bonded <br /> 18 anchor systems. If the resin bonded anchor system and anchor diameter are not listed in <br /> 19 the current WSDOT Qualified Products List, the Contractor shall also submit item 3 below <br /> 20 to the Engineer. <br /> 21 <br /> 22 For resin bonded anchor systems that are installed in a submerged liquid environment <br /> 23 the Contractor shall submit items 1, 2, and 4 below. If the resin bonded anchor system <br /> 24 and anchor diameter are not listed in the current WSDOT Qualified Products List, the <br /> 25 Contractor shall also submit item 3 below to the Engineer. <br /> 26 1 27 1 The resin manufacturer's written installation procedure for the anchors. <br /> 28 <br /> 29 2. The manufacturer's certificate of compliance for the threaded anchor rod I <br /> 30 certifying that the anchor rod meets these requirements. <br /> 31 <br /> 32 3. Test results by an independent laboratory certifying that the threaded anchor rod I <br /> 33 system meets the ultimate anchor tensile load capacity specified in the above <br /> 34 table. The tests shall be performed in accordance with ASTM E 488. <br /> 35 I 36 4. For threaded anchors intended to be installed in submerged liquid environments <br /> 37 the Contractor shall submit tests performed by an independent laboratory within <br /> 38 the past 24 months which certifies that anchors installed in a submerged <br /> 39 environment meet the strength requirements specified in the above table. <br /> 40 <br /> I <br /> MAPLE HEIGHTS BRIDGE SEISMIC RETROFIT PAGE 84 OF 106 SPECIAL PROVISIONS—Addendum 1 <br /> WORK ORDER#3693 MAY 4,2020 FEDERAL AID#BHM-2776(008) <br />