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0 <br />Procedure WP-01 <br />page 8 oi' 8 <br />NORTHWES"f LABORATORIES <br />of SEattle, lncorporated <br />T�chnical Services for: lndustry, Commerce, Legal Prolession &/nwrence lnduttry <br />1630 FIRSI' AVENUE SOUTH • SEATTLE, WASHINGTON 98134 • Telephone: 1208) 8Y2�08B0 <br />Repoet w: A& R Welding <br />Report oo: Weld Rebar <br />IDENTIFICATION: <br />N6 Welded Rebar <br />839 WPOI <br />TEST RESULTS: <br />Bar Number <br />Diameter <br />Area Sq. Inches <br />Yield Strength, Lbs. Actual <br />Yield Strength, PSI <br />Ultimate Load, Lbs. <br />Tensile Strength, PSI <br />Elongation in 8 Inches <br />(Across Weld) <br />Elongation, % <br />Fracture Location <br />Dacr: November 2, 19E1 <br />L�b. No. E 23509-1 <br />T-1 T-2 <br />0.750 0.750 <br />0.44 0.44 <br />24,460 29,510 <br />55,590 67,070 <br />37,860 31,680 <br />86,050 72,000 <br />.28 .26 <br />3.5 3.3 <br />Doth at Weld Termination <br />Macro-Etch - Cross Section partial penetration <br />Flare Groove Joint - No cracking <br />NORTHWEST LAdORATORIES <br />,��i <br />AL6ERT 0. WAHTO <br />lb <br />1 CON{IOlNi1Gl RLWN• P\i11LItPl10N f11(NIS 1lLSlNV[ll VlHU1N4 WNllilN PVIHOPISPTION <br />Specified <br />A 615 <br />60,000 min <br />90,OOOmin <br />9 min. <br />� <br />