IAAM-LR 991021 REPORT OF CONCRETE
COMPRESSION TEST
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Daflas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: FRANK DALE CONSTRUCTION, INC. DATE OF ISSUE: 10/2t/99
SOUTHLAKE, TEXAS
PROJECT: IAAM HEADQUARTERS BU1LDING OUR REPORT NO.: 99571-89
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PANEL 15: 45' EAST & 6' NORTH OF SW CORNER OF PANEL
DATE PLACED 10/21/99 PLANT 41
TIME 7:20 DELIVER TICKET NO. 1440768
SLUMP (ASTM C-143) ~ 4.5 MIX PROPORTIONS (SSD)
/UR CONTENT (ASTM C-231 [] OR C-173[~ 5 CEMENT N/A
AIR TEMPERATURE 52 WATER N/A
CONCRETE TEMPERATURE 71 FINE AC.-;-;-;-;-;-;-;-;-~4"aREGATE NIA
DATE RECEIVED 10/22/99 COARSE AGGREGATE N/A
FIELD DATA SU[IMi~ ~e.O BY ID.M. / ADMIXTURE N/A
MIX DATA SUBMITTED ray TXJ
SPECIMENS CAPPED iN ACCORDANCE WITH ASTM C-617 [] OR C-1231
COMPRESSION TEST RESULTS ~;'"' Cylinders made by ALPHA
(NOMINAL CYLINDER SLZE 6' X 12") representative.
(ASTM C-39) [] Cylinders made by Architect's
J or Contractor's representative.
I LAB m TYPE DATE AGE TOTAL AREA COMPRESSIVE E3 Cylinders picked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI laboratory.
171 LAB 10/28/99 7 88,229 28.27 3,120 [] C~inders delivered t0 ALPHA
172 LAB 11/18/99 28 115,216 28.27 4,080 j laboratory.
173 LAB 11/18/99 28 116,635 28.27 4,130"~ Compression tesl results comply with
174 LAB HOLD H 28.27 ap~b~ spec~cat~.
r-1 compres.sicm test. [e~tt~ ,do ~ compS'
with applicable specif'~ations.
iSN03 33¥0
REMARKS:
666 0 3HCI
03A{333H
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