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D11::I• CII. DIF: S IIII.ALFII11 F111,,,,A''b11411411NG ANII,6 11,V�� <br />10 <br />I 11'A�CIIII 11Flll:S 11k1�:�6l�.Il..011:"I�qII:Imr �DIMI"'b1101M <br />2 <br />CONCRETE (Continued) <br />Tests <br />Yes <br />Standard <br />Test Procedure <br />Yes <br />Standard <br />Test Procedure <br />000. <br />ASTM E 488 <br />Strength of Anchors <br />❑ <br />PPP. <br />ASTM E 1190 <br />Power Actuated Fasteners <br />❑ <br />qqA. <br />ASTM E 1512 <br />Bond Strongth of Anchors <br />❑ <br />rrr. <br />ICC-ES AC 193 <br />qnchors in Concrctc <br />n <br />sss. <br />ICC-ES AC 232 <br />Anchor Channels in Concrete <br />I-1 <br />ttt. <br />ICC-ES AC 308 <br />kdhesive Anchors in Concrete <br />❑ <br />uuu. <br />ICC-ES AC 395 <br />Headed Shear Stud Reinforcement <br />❑ <br />vvv. <br />ICC-ES AC 398 <br />old Formed Steel Connectors in <br />oncrete for Li ht-Frame Construction <br />— <br />www. <br />ICC-ES AC 399 <br />Cast -in -Place Bolls in Concrete for <br />Light -Frame Construction <br />Elxxx. <br />❑ <br />YYY• <br />❑ <br />zzz. <br />Tests that are in the tab s scope but are not listed above should be provided in the space(s) below <br />Yes <br />Standard <br />Test Procedure <br />Yes <br />Standard <br />Test Procedure <br />n <br />A. <br />1 <br />n <br />e. <br />C. <br />El <br />d. <br />e. <br />Li <br />f. <br />i■ • p <br />S-FKrE OF CALIFt M9-- rMNI <br />OSFi-I-LD-r W AA- 1 qp (G/2-W'o I eS) <br />_VZ V >017 <br />AND HUMAN SERVICES AGENCY <br />0PAA r101 )-1i' <br />