PA9702-LR 990701 (2)CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/21/1999 Report No.: 9916969 Report Date
07/01/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co 11 Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~P~eiid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. #96051
Services: ~btainsamp~es~ffreshc~ncreteatthep~acement~ocati~ns~perf~rmrequired~e~dtestandcast
compressive strength samples.
PROJECT DATA
CONTRACTOR: t-]isaw & Assoc. CONCRETE CLASS: 6 Sack
CONCR/~'E/~SUPPLIER: Nelson Bros. pLACEIvlENTDATE: 06/21/1999 BATCHT!IVIE: 12:32pm
PLANT: Lewisville x~lE SAMPLED: 1:20pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER COSOrrIONS: Cloudy
STRESGTH: 4000 psi @ 28 Days TEMPERATtrRE (F) - Am 83 F CONCRETE: 83 F
SLtr~W: 4.0-6.0" XRX~CKNO: 217 T~CKETt~O: 73803
Ant: N/A AreCONTENT(%): N/A tnvrrWEIGUT(pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report gO916968
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Light pole pier (2)
REPORT OF TESTS ACCUMULATIVE YARDS: 20
CYLINDER MEASURED MAXIMtIM COMPRESSIYE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (l~l) TYPE
1 1 6.00 06/28/1999 7 92060 3260
1 2 6.00 06/28/1999 7 98010 3470
Average 3370
1 3 6.00 07/19/1999 28
1 4 6.00 07/19/1999 28
Technician: Mike Odom Started: Finished: I']~2,~E~inecring, Inc.
Report Distribution:
(1) City of CoppcIl (1) City ofCoppell - Engineering
( 1 ) B rinkIcy Sargent Architects ( 1 ) City of Coppoll ~ BIdg. Insp. Eugene Harbour
( I ) Turner Eagineers ( 1 ) City of Coppoll - Leisure Sew Dept Vice President
(1) Hisaw & Associates
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Eagineelfug, Inc.
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