PA9702-LR000502 (2) CONCRETE COMPRE IVE STRENGTH TES',
a division of'lrsfl'-~n
89ol Carpenter Frwy., Suite #100
Dallas, Texas 75247
DateofService: 03/31/2000 Report No.: 0008668 Report Date
05/02/2000
Client No.: COPPELL Project No.: 94991118
Client: City of Co pel| Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~PReid
732 DeForest 300 Block of Parkway Blvd
Coppell TX 75019 Coppell, Texas/Prj. ~96051
Services: ~btainsamp~es~ffreshc~ncreteatthep~a~ement~~cati~ns~pe~~rmrequired~eldtestandcast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. M~X I.D.: N/A
CONCRETE SUPPLIER: Nelson Brothers PLACEMENT DATE: 03/3112000 BATCHTIiME: 7:02am
PLANT: N/A TIME SAMpLED: 7:45am BY: Conan Cantwell
SPECIFICATION REQUIREMENTS WEATHER CONDrrIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMpERATURE (F~ - Am 53 V CONCRETE: 62 F
SLUMP: 5.0" Max TRUCK NO: 222 TICKET NO: 83466
AXR: N/A AmCOtCrENT(~): 3.0 UNITWEIGHT(per): N/A
TEST M~FtiOD: ASTlvl C-143 PLACEMENT LOCATION:
North entraace walkway
ASTM C-172
ASTM C-39
SAMpLI LOCATION: 15' North of center line main doors
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMpRESSIVE
MARKED SLUMI' DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) 0bs. force) (psi) TYPE
1 1 5.50 04/0712000 7 90610 3200
1 2 5.50 04/07/2000 7 92160 3260
Average 3230
1 3 5.50 04/28/2000 28 139550 4940
1 4 5.50 04/28/2000 28 141350 5000
Average 4970
Technician: Conan Cantwell Started: 7:00am Finished: 8:30am H2~ E~ng, Inc.
Report Distribution:
( 1 ) City of Coppell ( I ) City of Coppell - Engineering
(1) Brinkley Sargent Architects (1) City ofCoppell - Bldg. hisp. Paul D. Smith, P.E.
(1) Turner Engineers (1) City of Coppell - Leisure Sen, Dept Senior Project Engineer
(t) 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 Engineering, Inc.
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