PA9702-LR 991112CONCRETE COMPREr SIVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/03/1999 Report No.: 9929637 Report Date
11/12/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Copper1 Aquatic/Recreation Ctr
Attn: Bra~Reid
732 DeForest 300 Block of Parkway Blvd
Coppell TX 75019 Coppell, Texas/Prj. ~96051
Services: ~btainsamp~es~ffreshc~ncreteatthep1acement1~cati~ns~perf~rmrequired~e~dtestandcast
compressire strength samples.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. CONCRETE CLASS:
CONCRETE SUPPLIER: Nelson Brothers PLACEMENT DATE: 11/03/1999 BATCH TIME: 7:50am
PLANT: Lewisvi]le Tll~ESAMPLED: B~23am BY: Joey Gordon
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear, cool
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 39 F CONCRETE: 52 F
SLUMP: 5.0" ~/[ax TRUCKNO: 211 TICKET NO: 79555
AIR: N/A AIRCONTENT(%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: AST]V[ C- 143 PLACEMENT LOCATION:
Swimming pool/peanut pool center column 30
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMI~RESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACT't]RE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.00 11/10/1999 7 68190 2410
1 2 6.00 11/10/1999 7 72370 2560
Average 2490
1 3 6.00 12/01/1999 28
1 4 6.00 12/01/1999 28
S~mp].e loe~tt:~_on: 'i0 Foot wes'c oE E&r ws~t ~.do poo'l ancl 1.7
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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CONCRETE COMPRE IVE STRENGTH TESC
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/03/1999 Report No.: 9929637 Report Date
11/12/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Coppell Project: Coppell Aquatic/Recreation Ctr
Attn: Brad Reid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 750 i 9 Coppell, Texas/Prj. #96051
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressire strength samples.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. CONCRETE CLASS: N/A
CONCRETE SUPPLIER: Nelson Brothers PLACEMENT DATE: 11/03/1999 BATCH TErm: 8:39am
PLANT: Lewisville TIME SAMpLED: 9:03am EY: Joey Gordon
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear, cool
STRENGTH: 3000 psi @ 28 Days TEMpERATURE (F) - AIR 47 F CONCRETE: 60 F
SLUM~: 5.0" Max TRUCK NO: 224 TICKET NO: 79561
AIR: N/A AIRCONTENT(%): N/A USITWEIGn'r(Fr~: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMpLE LOCATION: See below
REPORT OF TESTS ACCtr~,~AT~V~VAm~S: 10
CYLINDER MFASURED MAXIMUM COMpRESSIVE
MAiD $LUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.00 11/10/1999 7 59610 2110
2 2 5.00 11/10/1999 7 63040 2230
Average 2170
2 3 5.00 12/01/1999 28
2 4 5.00 12/01/1999 28
Sample location: 30 Feet_ west_ of fax: west~ side of pool and 13' noz'th of sout,.hside
of pool
Technician: Joey Gordon Started: 7:30am Finished: 1 l:00am H]C E~g, Inc.
Report Distrib.ution:
(1) City of Coppell (1) City ofCoppell - Engineering
( 1 ) BrinkIcy Sargent Architects ( 1 ) City of Coppell - Bldg. Insp. Eugene Harbour
(1) Turner Engineers (1) City ofCoppell - Leisure Serv Dept Vice Presidertt
(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 Engineering, Inc.
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