IAAM-LR 991008 REPORT OF CONCRETE
ALPHA TESTING, INC.COMPRESSION TES {ECE!VED
2209 Wisconsin St., Suite 100
Dallas, Texas 75229 OCT 2 8 1999
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/405-8023 FRAN;.~
CONSTRUCTION,
TESTED FOR: FRANK DALE CONSTRUCTION, INC. DATE OF iSSUE: 10/08/99
SOUTHLAKE, TEXAS
PROJECT: IAAM HEADQUARTERS BUILDING OUR REPORT NO.: 99571-84
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT GRADE BEAMS: C.8/1.9 TO C.2/1 AND A.7/1 TO A.2/1.9
DATE PLACED 10/08/99 PLANT 31
'nME / 12:1 0 DELIVER TICKET NO. 1432865
SLUMP (ASTM C-143) / 4.5 MIX PROPORTIONS
ISSD)
AIR CONTENT (ASTM C-231 [] OR C-173[~' 6 CEMENT N/A
AIR TEMPERATURE 74 WATER NJA
CONCRETE TEMPERATURE 83 FINE AGGREGATE N/A
DATE RECEIVED 10/09/99 COARSE AGGREGATE N/A
FIELD DATA SUBMITTED BY D.M. // ADMIXTURE N/A
MIX DATA SUBMITTED BY TXJ
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-~17 -1231 []
COMPRESSION TEST RESULTS [~' Cylinders made by ALPHA
(NOMINAL CYLINDER SIZE $' X 12') rewesentative.
(ASTM C-39) F'~ Cylinders made by .~'chilecl's
of C<mtlactoCs ~ep~esentati~e.
I LAS ~ TYPE DATE AGE TOTAL AREA COMPRESSIVE E~indem picked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI laboratory.
153 LAB 10/15/99 7 89,358 28.27 3,160 [] Cylinders delivered to ALPHA
154 LAB 11/O5/99 28 28.27 laboratory.
155 LAB 11/05/99 28 28.27 D Compression Iesl results comply with
156 LAB HOLD H 28.27 ap¢~b~ sl~'=atio.s.
D Compression test resulls do not comply
with applicable specifmalions.
Specifications 28 3,000 R~tfully _Submitted
REMARKS: ~LPHyE'Sq'ING, INC.
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