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IAAM-LR 990921 ALPHA TESTING, INC. 220<,' WisconsinSt.,Suite 100 REPORT OF PIER MONITORING Dallas, Texas 75229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/406-8023 TESTED FOR: Frank Dale Construction, Inc. DATE: 9r21/99 Southmke. Texas OUR REPORT NUMBER: 99571-51 ARCHITECT: Haldeman Powell &Ptnm. GENERAL CONTRACTOR: Frank Dale Constr. PROJECT: ~AAM Headquarters Bldg. PIER CONTRACTOR: Wylie Odlling Coppell, Texas CONCRETE SUPPLIER: T X l Pier Information: P-3 P-3 P-1 P-1 pi.,o,.,..,o. D-8.1 D-7 B-7.6 B.4-7.4 o,.t., ~,~,.,. o.,,~ 21-Sep 21-Sep 21 -Sep 21 -Sep o.~, co,~,~,, p,.~,< 21-Sep 21-Sep 21-Sep 21-Sep s,,..o,..,...o.,.,,,,,c.., .... 3o j 33 30I 33 24126 24 26 o .... . s..~. E,~..o. 99.6 99.6 99.6 99.6 Top of Pier Elevaoon-Oeslgn 97.5 97.5 99.4 99.4 o.,,.,o. ~o.~ o~. E~.~oo <,+) 0.1 1.2 0.1 0.4 Vert,cai Steel Remforc,ng 6 #7's 6 #7's 4 #7's 4 #7's VeCJcalSteelTie Re, nforcing #3'S @ 18" O.C. ~G'S @ 18" O.C. #~3'S (!~ 18" O.C. #3'S (~ 18" O.C. Splices (No & Locat~on) N/A N/A N/A N/A Length of CaSing USed. ft 39.9 39.8 47 44.6 oo.t. ~o ~..,,. s~., ~ 45.1 45.2 44.2 45.3 P...~.o. ~ pi., ~.t~ a..n.~ st~t... 6.1 7.2 7.1 7.4 To., o.p~ 0,,~ 51.2 52.4 51.3 52.7 REMARKS: Elevations as provided on plans, survey of elevations not provided by Laboratory. Respectfully Submitted Geotechnical Engineering · ConslTuc~n Materials Testing · Environmental Engineering · Consulting