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IAAM-LR 990920 (8)ALPHA TESTING, INC. 2209 Wisconsin St., 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: 9/20/99 South~ke, Texas OUR REPORT NUMBER: 99571-49 ARCHITECT: H'~e.~. ~,~, & ~,,. GENERAL CONTRACTOR: Frank Dale Constr. PROJECT: IAAM Headquarters Bldg. PIER CONTRACTOR: Wylie Drilling Coppell, Texas CONCRETE SUPPLIER: T X I Pier Information: P-3 P-3 P-1 P-1 p~er o~.~g..~o. C-8 C-7.8 C-5 B-5 Oate P~er 0,,,~ 20-Sep 20-Sep 20-Sep 20-Sep oa~ co.c,~e P~.~.~ 20-Sep 20-Sep 20-Sep 20-Sep Shaft: Diame~r* Oes,gn / Actual 30 I 33 30 33 24 26 24 26 I c .... , S.~ce E~..~,o. 99.6 99.6 99.6 99.6 Top of Pier Ele'cafion-Oes~gn 97.5 97.5 99.4 99.4 Bo.o~. or ,,.r E~o.-O~g. /^c~. ~ 50.6 49.3 49.5 48.8 45.2 44.2 47.1 47.0 D~oo ~ro~ O~,g, E~on (,*) 1.3 0.7 1.0 0.1 Ver'acal Steel Reinforcing 6 #7'S 6 #7'S 4 #7'S 4 #7'S V~¢a~ ~ee~T~e Re~.forc~.g ~3'S @ 18" D.C. ~k3'S @ 18" D.C. ~-3'S @ 18" D.C. #3'S @ 18" D.C. s~,, (No. & L~o,) N/A N/A N/A N/A L*,~ of c,=,~ ~,~, ~ 39.8 39.8 47 47 o.,~ ~o ~.,,g ~,~., 43.0 ~. 1 47.4 45.5 Pen~ o~ Pier in~ ~dn. ~a, ff 7.3 6.7 8.0 7.1 TOal Oep~ Drill" 50.3 50.8 55.4 52.6 REMARKS: Elevations as provid~ on plana, su~ey of elevations not provid~ by ~borato~. R~ffully Subm~