PA9702-LR000502 CONCRETE COMPRE IVE STRENGTH TESC"
a division of']refflCl~
DateofService: 03/31/2000 Report No.: 0008668 Report Date
05/02/2000
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~Reid
732 DeForest 300 Block of Parkway Blvd
Coppell TX 75019 Coppell, Texas/Prj. #96051
Services: ~btainsamp~es~ffreshc~ncreteatthep~acement~~cati~ns~perf~rmrequired~e~dtestandcast
compressive strength samples.
PROJECT DATA
cor, rrnAcTon: Hisaw & Assoc. rcax to.: N/A
CONCRETE SUPPLIER: Nelson Brothers PLACEMENT DATE: 03/31/2000 BATCH TItlE: 7:02am
PLANT: N/A TIME SAMPLED: 7:45am n¥: Conan Cantwell
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days ~.rvwsnArtTRE (v) - AIR 53 F CONCRETe: 62 F
SLtr~W: 5.0" Max TRUCK NO: 222 T~cr~:r NO: 83466
AIR: N/A Am COm'~NT (%): 3.0 UNITWEIGHT(pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
North enlrance walkway
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 15' North of center line main doors
REPORT OF TESTS Acctm aA W YARDS: i0
CYLINDER MEASURED MAXIMUM COMPRESSIYE
MARKED SLU5~ DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.50 04/07/2000 7 90610 3200
1 2 5.50 04/07/2000 7 92160 3260
Average 3230
I 3 5.50 04/28/2000 28 139550 4940
1 4 5.50 04/28/2000 28 141350 5000
Average 4970
Technician: ConanCantwell Started: 7:00am Finished: 8:30am I'BC E~n~n~ng, Inc.
Report Distribution:
(1) City of Coppell (1) City ofCoppell - Engineering
(1) Brinltley Sargent Architects (I) City ofCoppell - Bldg. Insp. Paul D. Smith, P.E.
(1) Turner Engineers (1) City of Coppell - Leisttm Serv Dept Senior Project Engineer
(1) Hisaw & Asseciates
This report is exclusively for the use of die client indicated above and shall not be reproduced except in full without die written approval of HBC Engineering, Inc.
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