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IAAM-LR 990928 (3) ALPHA TESTING, INC. 2: o¢ s ,;te Ioo REPORT OF PIER MONITORING Dollos, Texos 75229 972/620-8911 - 972/263-4937 (Metro) FAX: 972/4G5-8023 TESTED FOR: Frank Dale Construction, Inc. DATE: 9/28/99 Southlake, Texas OUR REPORT NUMBER: 99571-64 ARCHITECT: Haldeman Powell &Ptnrs 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-2 P-2 p,,r O.,~n.~o. A- 1.8 A. 3-1.8 AA- 7.9 AA-8.3 o~, ~ o.,~ 28-Sep 28-Sep 28-Sep 28-Sep o,~. co,~,~ta ~u~ 28-Sep 28-Sep 28-Sep 28-Sep Sha, O,,.,~r-O~,,,,^~,,.,. 30I 33 30 33 24 I 26 24 26 ' I I G .... * S,~ce ~1~.o. 99.6 99.6 99.6 99.6 TOlD of Pier Elevat3on-Oeslgn 97.7 97.7 95.4 95.4 Bo~tomofPierElevaaon. Oes,gn/Actuat. ff 49.5 I 49.1 49.6 49.2 44.5 42.7 43.4 43.2 I Der, arran from Oes,gn Elevatmn iff'") 0.4 0.4 1.8 0.2 w~cal St.~ n~,,~ ..... g 6 #7's 6 #7's 8 #7's 8 #7's Vemcal Steel Tie Re, nforcmg #3'S @ 18" O.C. #3'S @ 18" O.C. #3'S @ 18" O.C. #3'S @ 18" O.C. s.I .... (No & Uocatmn) N/A N/A N/A N/A Length ot Casing used. ft 39.0 39.0 45.5 44.6 Depth tO Bearing St/ara, ft 44.1 44.0 43.1 44.2 Penetraaon of P,~ ,nfo Beanng Strata. ft 6.4 6.4 13.8 12.2 Total O.pth o.11~ 50.5 50.4 56.9 56.4 REMARKS: Elevations as provided on plans, survey of elevations not provided by Laboratory. Respectfully Submitted Geotechnical Engineering · C~ Mcrtedols Tes#ng · Environmental Engineering · Consulting