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IAAM-LR 990927 (5)ALPHA TESTING, INC. 220¢ Wisoons/n St.,,$,ite 7aa REPORT OF PIER MONITORING Dallas. Texas 7522g 972/620-8911 - 972/2<534937 (Metro) FAX: 972/400-8023 TESTED FOR: Frank Dale Construction, Inc. DATE: 9/27/99 Southlake. Texas OUR REPORT NUMBER: 99571-66 ARCHITECT: Haldeman Powetl & Pt~rs GENERAL CONTRACTOR: Frank Dale Constr. PROJECT: IAAM Headquarters Bldg. PIER CONTRACTOR: Wylie Drilling Coppell. Texas CONCRETE SUPPLIER: T X ~ Pier Information: P-3 P-3 P-2 P-2 Pi,, oes,g,a~o, A-4 A-3 AA-6.8 AA-7.1 ~a~e P,.r 0,',.. 27-Sep 27-sep 27-Sep 27-Sep oat, Co, creto P~ac.~ 27-Sep 27-Sep 27-Sep 27-Sep Shaft O .... I:e~r- Des,gn / Actual 30 33 30 33 24 26 24 I 26 I G .... d s,~=, E~.,~o, 99.6 99.6 99.6 99.6 Top of Pier Eievatton-Oes~g n 97.5 97.5 95.4 95.4 8o,o,,ofPi~rel~,oo-o~,g,/^~.~ 48.3 47.7 50.0 49.9 42.6 40.8 44.4 I 43.2 I Oev,ataon from Design Elevation (ft+> 0.6 0.1 1.8 1.2 Ve~cal Steel Reinforcing 6 #7's 6 #7's 8 #7's 8 #7's Vertical S/eetTieRemforcing #3'S @ 18" O.C. #3'S @ 18" O.C. #3'S @ 18" O.C. *k3'S @ 18" O.C. Sp~ .... (No. & Lavabo,) N/A N/A N/A N/A ~,,,,, o~ c~,~., ,~. ~t 39.6 39.0 47.0 44.6 ~,t~ to ~,~ri,g S~., 45.3 43.6 45.0 43.2 Penet~t~on of Pier into B .... g S~a. ft 6.6 6.1 13.8 13.2 To~, o.,~ o,,.~ 51.9 49.7 58.8 56.4 REMARKS: Elevations as provided on plans, survey of elevations not provided by Laboratory. Respectfully Submitted