IAAM-LR 991111 REPORT OF CONCRETE
COMPRESSION TE :i ECEIVED
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100 DEC :~ :~1999
Dallas, Texas 7522g
972/620-8~11 - 972/2(x3-4937 (Metro) FRANK DALE
FAX: 972/4G5-8023 CONSTRUCTION, INC.
TESTED FOR: FRANK DALE CONSTRUCTION, ~NC. DATE OF ISSUE: 11/11/99
SOUTHLAKE, TEXAS
PROJECT: IAAM HEADQUARTERS BUILDING OUR REPORT NO.: 99571-99
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE Pt. ACEMENT TILT PANELS: 1 AND 18
DATE PLACED 11/11/99 PI.ANT N/A
TIME 12;00 DELIVER TICKET NO. 18273
SLUMP (A~TM C-143) 5.5 MIX PROCORTIONS (SSD)
/UR CONTENT (ASTM C-231 r'! OR C-173 r-l) 5 CEMENT N/A
AIR TEMPERATURE 75 WATER N/A
CONCRETE TEMPERATURE 75 FINE AGGREGATE N/A
DATE RECENED 11/30/99 COARSE AGGREGATE N/A
FIELD DATA SuBMrrTED BY CONTRACTOR ADMIXTURE N/A
MIX DATA SUBMIT'TED BY "T'~I ~
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 I"] OR C-1231
COMPRESSION TEST RESULTS [] Cylinders made ~ ALPHA
(NOMINAL CYUNDER SIZE 6' X 12') / representative.
(ASTM C-39) t_3 Cylinders mede by Architect's
or Contractor's re~'esentative.
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE [~Cylinders picked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSi laboralory.
183 LAB 12/02/99 21 110,556 28.27 3,910 [] Cylinders delivered to ALPHA
184 LAB 12/09/99 28 115,324 28.27 4,080 laboraloly.
185 LAB 1 2/09/99 28 117,984 28.27 4,170 [~Compressio~ test results comply with
186 LAB HOLD H 28.27
[] Compression test results do not comply
with applicable specif'mations.
[]
REMARKS: CONTRACTOR MADE CYLINDERS
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Cansu~