Loading...
IAAM-LR 990923 (11)ALPHA TESTING, INC. 2209 wisconsin st., REPORT oF' PIER MONITORING Dallos. Texas 75229 972/620-8911 - 972/263-4937 (Metro) F~: 972/406-8023 TESTED FOR: Frank Dale Construction, Inc. DATE: 9/23/99 Southlake. Texas OUR REPORT NUMBER: 99571-55 ARCHITECT: .a,dem~. P~e, & ~. GENERAL CONTRACTOR: Frank Dale Constr. PROJECT: IAAM Headquarters Bldg. PIER CONTRACTOR: Wylie Drilling Coppell, Texas CONCRETE SUPPLIER: T X ~ Pier Information: P-1 P-2 P-2 P-3 Pier O,~i~..~on A.8-6.8 A.3-6.4 A.3-6.1 A-6 Oato Pier Onlled 23-Sep 23-Sep 23-Sep 23-Sep O~te Co.cr,te P,a¢~ 23-Sep 23-Sep 23-Sep 23-Sep Shaft O .... ter- O,,gn ~ ^~a, 24 26 24 26 24 26 30 33 Ground Sulface Ele~,alJon 99.6 99.6 99.6 99.6 Top of Pier Ele~aaon-Design 99.3 95.3 95.3 97.5 Bottom of Pier Elevation-Design/Ac'mai. ft 47.5 46.2 44.5 42.2 41 .6 40.8 50.6 50.5 D~,,a~o, ~om De,~gn E~,~on (ft+) 1.3 2.3 0.8 0.1 Vert,cal Steel Reinforcing 4 #7's 8 #7's 8 #7's 6 #7's VefticalSteelTie Reinforcing '#:3'S @ 18" O.C. #3'S @ 18" O.C. ~k3'S @ 18" O.C. #3'S @ 18" O.C. S,,ce* (No. & Loc~o,) N/A N/A N/A N/A Length of Ca,~ng u,.~., 47 45 45 39 Oe,t, to a,a,ng S~". ft 45.1 43.1 46.0 43.0 P~ne~,on o~,ier i.~o ~e.,ng Straa. ft 8.3 14.3 12.8 6.1 To~, Oepth On,~d 53.4 57.4 58.8 49.1 REMARKS: Elevations as provided on plans, survey of elavations not provided by Laboratory. Respectfully Submitted C':~ot~chni~.ot Enoine~.rin~ · (~nn,~rn j~fion Mc~terf~ts Te,~ino · Environm~.ntol Fnoin~rinr7 · Cnn.~ ~fffnn