PA9702-LR000105CONCRETE COMPRE IVE STRENGTH TESC
a division of ']fl~'dCllfi
8901 Carpenter Frwy., Suite #1O~
Dallas, Texas 75247
Date of Service: 12/07/1999 Report No.: 9932738 Report Date
0110512000
Client No.: COPPELL Project No.: 94991118
Client: City of Co 11 Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~P~did 300BlockofParkwayBlvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. ~96051
Services: ~btainsamp~es~ffreshc~ncreteatthep~acement~~cati~ns~pe~~rmrequired~e~dtestandcast
compressire strength samples.
PROJECT DATA
CObTRACTOR: Hisaw & Assoc. MIX I.D.: N/A
CONCRETE SUPPLIER: Nelson Brothers pLACF. MENTDATE: 12/07/1999 BATCH TIME: 7:09aI11
pLANT: Lewisville TIME SAMpLED: 7:48am BY: Joey Gordon
SPECIFICATION REQUIREMENTS WEATHER CONDITtONS: Partly cloudy, cold
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - Am 43 F CONCRETE: 51 F
SLtrMP: 5.0" Max TRUCK NO: 222 TICKET NO: 80600
AIR: N/A AIRCONTENT(%): N/A UNIT WEIGHT (pd): N/A
TEST METHOD: ASTM C-143 pLACEMERr LOCATION:
2.5-7.8, B.I-D elevated shb second floor
ASTM C-172
ASTM C-39 Sampled from
SAMPLE LOCATION: 2.9-C.3
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXlhflJl~ COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
I 1 6.00 12/14/1999 7 113370 4010
1 2 6.00 12/14/1999 7 113140 4000
Average 4010
1 3 6.00 01/04/2000 28 168650 .5960
I 4 6.00 01/04/2000 28 170180 6020
Average 5990
Technician: Joey Gordon Started: 6:00am Finished: 10:00am ~ Engl/ne~.
Report Distribution:
(1) City of Coppell (1) City of Copper - Engineering
(1) BrinkIcy Sargent Architects (1) City of Coppell - Bldg. Insp. Eugene Harbour
(1) Turaer Engineers (I) City ofCoppell - Leisure Serv Dcpt 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 vaillea approval of HBC Engineering, Inc.
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