IAAM-LR 991008 (2) COMPRESSION E
ALPHA TESTING, INC.
220~ Wisco.si. St,. Suite 100 NOV
Dollos, Fexos 7522~
972/620-8911 - 972/263-4937 (Metro) FRANK DALE
F~: 972/4~-8023 CONSTRUCTION,
TESTED FOR: FRANK DALE CONSTRUCTION, INC. DATE OF ISSUE: 10108/99
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
TIME 12:1 0 DEMVER TICKET NO. 1432865
SLUMP (ASTM C-143) / 4.5 MIX PROPORTIONS (SSD)
.&JR CONTENT (ASTM C-251 I-I OR C-173[~ 6 CEMENT
AIR TEMPERATURE 74 WATER N/A
CONCRETE TEMPERATURE 83 FINE AGGREGATE N/A
DATE RECEIVED 10/09/99 COARSE AGGREGATE N/A
FIELD DATA SUBMITTED aY D.M. ADMIXTURE N/A
MIX DATA SUBMll-rEO BY TX[
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617[]]/'OR C-1231 []
COMPRESSION TEST RESULTS ~r/'Cyliode;s made by ALPHA
(NOMINAL CYLINDER SIZE 6' X 12') representative.
(ASTM C-39) ~l C~inders made by Architect's
o¢ CootracloCs representative.
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE ~indefs picked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI laboratow.
153 LAB 10/15/99 7 89,358 28.27 3,160 [] Cylinders delivered to ALPHA
154 LAB 11/05/99 28 111,907 28.27 3,960 lalx~rato~.
155 LAB 11 ~05~99 28 109,225 28.27 3,860 [~mpres..~oo test results comply with
156 LAB HOLD H 28.27 a~icaU~ spec~r~t~ns.
[-1 CompreSSion test resulls do not comply
wilh applicable specificalions.
s~ec,ncauon, 28 3,000
RENiARKS: ALPHA TESTING, INC_Z--
Geotechnical Engineering · Construction Mcrtedals Testing · Environmental Engineering · Consulting,