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IAAM-LR 990922ALPHA TESTING, INC. 2209 Wisoons n St.. S, te 700 REPORT OF PIER MONITORING Dallas, Texas 75229 972/62G8911 - 972/263-4937 CMetro) FAX: 972/40~-8023 TESTED FOR: Frank Dale Construction, Inc. DATE: 9/22/99 Southlake. Texas OUR REPORT NUMBER: 99571-53A ARCHITECT: Haideman Poweil &Ptnm. GENERAL CONTRACTOR: Frank Dale Constr. PROJECT: ~AAM Headquarters Bldg. PIER CONTRACTOR: Wylie Ddlling Copp~l, Texas CONCRETE SUPPLIER: T X I Pier Information: P-1 P-1 P-1 P,er D~ign=~o, B.4'6.9 A.9-6.5 A.2'6.9 Date .~e, ~.,,~ 22-Sep 22-Sep 22-Sep Date Concrete Placed 22-Sep 22-Sep 22-Sep Shaft Diameter. Design / Actual 24 I 26 24 26 24 26 I ORD,,, Su~ce e~o, 99.6 99.6 99.6 To, of P~er Ei~,a,o,-O~g, 99.4 99.4 99.4 BottomofP,erElevat~on-Oes,gn/Actualff 45.6 I 44.9 47.9 47.5 49.2 48.2 I O~,,a~on ~o~ Ox,g. ~,~on (,+) 0.7 0.4 1.0 ve,,¢=~ S~ee~ ,e,n~orc,ng 4 #7'S 4 #7'S 4 #7'S VerticatSteel'rie Reinforcing ~'S @ 18" D.C. #'3'S @ 18" D.C. #'3'S @ 18" D.C. Spi~ce~ ("o. & Lo,,on) N/A N/A N/A Le,,~, of Ca~io~ u,~. ~ 47 44.6 45.6 De,r, to a.ri,~ St,,t~, ft 47.0 44.7 43.4 Penetration of Pier into Bearing Strata.. 7.7 7.4 8.0 To~, O~,~ e.,.~ 54.7 52.1 51.4 REMARKS: Elevations as provided on plans, survey of elevations not provided by Laboratory. Respectfully Submitted Alpha Testing, Inc. Geotechnical Enaineerina · Construction Materials Testina · Environmental Enaineefina · Consu/flha