PA9702-LR 990701 CONCRETE COMPRE SIVE STRENGTH TESt
8901 Carp~tff Frwy., Suit~ #100
Dall~, T~as 7S247
Date of Service: 06/22/1999 Report No.: 9917073 Report Date
07/01/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co 11 Project: Coppell Aquatic/Recreation Ctr
Braa' ;id
732 DeForest 300 Block of Parkway Blvd
Coppell TX 75019 Coppell, Texas/Prj. #96051
Services: ~btainsamp~es~ffreshc~ncreteatthep~acement~ocati~ns~pe~~rmrequired~e~dtestand~ast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. CONCRETE CLASS: 656
CONCRETE SUPPLIER: NelsonBros. PLACEMENTDATE: 06/22/1999 BATCH TIME: 9:34alll
Pt~rr: Lewisville T~IE SAMPLED: 10:20am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 84 F CONCRETE: 84 F
SLUMP: 4.0-6.0" TRUCKNO: 217 T~CKETNO: N/A
Ant: N/A Amcowrt, cr(s~): N/A tncrrwEIGnT(n~: N/A
TEST METHOD: AST1Vi C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report ~)917072
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Diving Pool Pier 4,17
REPORT OF TESTS AC~nW VAanS: 20
CYLINDER MEASURED MAXIMUM COMPRES,~iIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inchre) TI~ l'EO (days) (ll~. fon~) (psO TYPE
1 1 4.75 06/29/1999 7 116180 4110
1 2 4.75 06/29/1999 7 119580 4230
Avenge 4170
1 3 4.75 07/20/1999 28
I 4 4.75 07/20/1999 28
Five (5) gallons of water added.
Report Distribution: ~
(1) City of Coppcll (1) City ofCopl~ll - Engineering
(1) BrinkIcy Sargent Ateintects (1) City ofCoppell - Bldg. Insp. Eugene Harbour
(I) Turner Engineers (1) City of Coplgll - Leisure S~rv Dept Vice President
(1) Hisaw & ASSociates
This report is exclusively for the use of the client indicated above and shall nc~ be reproduced except in full without the written approval of HBC Eagincetin~ Inc.
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