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i �� i►�il���1, <br />' � �:-..�.?.1 l?-71...� :.�-_ <br />� <br />lNdrinle <br />Model No. Des�xiptbn of Test SLergth 7Mt D�b Ref. Pap� <br />MI2H5/8 �krficcal puN-out in dense seridy limerodc fi. 8,126fi <br />. ASTM D1586 Blow Co�xN 19-36 iav9.) 7/5188 6 <br />MI2N3/4 �krtiCel pul�out in dense sandy inerock fi. 7,590N <br />AS'fM Dt586 Bbw Count 19-36 (avg.) 11f29r19 6 <br />MI22'i/8 uerticel puN-out in de�se sendy ir►IeroCk fiA. 8,391�f <br />ASTM D1586 • (av9.) 6�",L0/88 7 <br />MI223/4 uertical pul-out in dense sandy irnerxk fiN. 8,253N <br />ASTM D1588 Bbw CarM 19-36 (avg.) 8J2U88 7 <br />MRA �krtical pul-out in laboretory fixtures for 5,450M 4/12J88 8 <br />sirtxrlati�on. Unconfined rock was not avaiable. <br />MICS2 Vertical puM-out in 3000 psi axed concrete <br />MIJ2 Anchor model was InstaMed in 2500 psi <br />nortdnal compressive strength corxxete. <br />Cure trne 48 hours. <br />MI72 AncFwr nwdel was instaNed in 25W psi cured <br />slab and verticaNy puNed to destruction. <br />MTE48 �rtical puN-out in dense limerocic fil ASTM <br />D1586 Blow Count 30-42 <br />MTE40 - Formal testing not avaiable. <br />MTE30 <br />MTE15 <br />Formal testing not avaiable. <br />Formal testiny not available <br />6,925N 31G/80 9 <br />9,740M 5116l75 10 <br />10,980M 5/16175 ' it <br />12,100N <br />8,500�k <br />(est.) <br />2,500N <br />(est.) <br />500M <br />(est.) <br />5h6J82 12 <br />ii <br />12 <br />� <br />NOTE: All above tests were conducted by The Pittsburgh Testing Laboraiory, Consultinp MetaUurpical <br />Servkes and the Southwest Research Institute. The individual results oi theee te�ta wGi b� matN <br />available upon request. Please fon�vard your request (or this informetion to: <br />TIE DOWN ENGINEERING, IfIC. <br />5901 Wheaton D�ive <br />Atlanta, Georgia 30336 <br />17 <br />J <br />