IAAM-LR000106 (2) REPORT OF CONCRETj
COMPRESSION TEST ECEIVED
ALPHA rESTtN , INC.
2209 Wisconsin St., Suite lO0 FEB
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro) FRANK DALE
FAX: 972/406-8023 CONSTRUCTION,
INC.
TESTED FOR: FRANK DALE CONSTRUCTION, INC. DATE OF iSSUE:
SOUTHLAKE, TEXAS
PROJECT: IAAM HEADQUARTERS BUILDING OUR REPORT NO.: 99571-108
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT SLAB: 15' WEST & 5' SOUTH OF NE CORNER
QATE PLACED 01/06/00 P~NT 31
T~E 9:30 DEMVE~ ~tCKET NO. 1486300
SLUMP (JI~STM C-¶43) 5 MIX Pf~EN~H~I1ONS (SSD)
~MR CONTENT (ASTM C-2~1 [] OR C-173 []) N/A CEMENT N/A
JMR TEMPERATURE 52 WATER N/A
CONCRETE TEMPERATURE 60 FINE AGGREGATE N~A
DATE RECEIVED 01/07/00 COARSE AGGREGATE N/A
F~; n DATA SUi3Mll i t:O BY S.M, ADMIXTURE N/~,
MIX DATA SUBMITTED BY TZ} j
SPECIMENS CAPPED IN ACCORDANCE WiTH ASTM C-&I? [] OR C-1251
COMPRESSION TEST RESULTS [~'~' Cyfinders made by ALPHA
(NOMINAL CYMNOER SiZE 6' X 12') representative,
(ASTM C~S) [] C_~inders made byA~chitect's
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE [~inde~s picked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
199 LAB 01/13100 7 79,622 28.27 2,820 I-I c~i.~ d~,~d to ~.P~
200 LAB 02/03/00 28 t02,813 28.27 3,630
201 LAB 02/03100 28 102,492 28.27 3,630
202 LAB HOLD H 28.27
[] Compressio~ tes~ results do no~ comply
with apelicable specificalioas.
s~:~n¢.~.- 28 3,000~N ~edc
REMARKS: -
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