Loading...
IAAM-LR 990927 (6)ALPHA TESTING, INC. 220¢ Wisconsin St., Suite 100 REPORT OF PIER MONITOJ ING Dallas. Texas 7522g 972/620-8911 - 972/2(x3-4937 (Metro) FAX: 972/405-8023 TESTED FOR: Frank Dale Construction, Inc. DATE: 9127/99 Southlake, Texas OUR REPORT NUMBER: 99571-66A 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-2 P-2 Pier Designaaon AA-7.4 AA-7.7 Oa,e Pie, Or,lied 27-Sep 27-Sep Date Concrete Placed 27-Sep 27-Sep Shaft Diameter- Oes,gn, Actual 24126 24 26 I Grou.d Su~c. E~.,~o. 99.6 99.6 Top of Pier Elevatlon-Oes,gn '95.3 95.3 Bottom of Pier Elevation-Design, Actual, ft 42'7 I 41'2 42'8 42'7 I Oev,aaon from Design Elevation (ft+) 1.5 0.1 verona, Stee, .e,.~o.c,.g 8 #7'S 8 #7'S Vert, cat Steel Tie Reinforcing ~3'S (~ 18" O.C. #.3'S (~ 18" O.C. Splices (No. & Locabon) MIA MIA Lengm of Casing used, ~t 47.0 47.0 Oe.~, to a..,., s~., 44.9 44.8 Penetratmn of Pier into Bearing Strata. ft 13.5 12.1 To~, De,~ On,ed 58.4 56.9 REMARKS: Elevations as provided on plans, survey of elevations not provided by Laboratory. Respectfully Submitted Geotechn/ca/Er~i~'~ · Co~stn~flon Materk~ Te~fing · Env/ronrnent~ Eng~neer/ng · Consu/t~g