PA9702-LR 990629 CONCRETE COMPRE SIVE STRENGTH TES'I
8901 Carpenter Frwy., Suite #100
n~,,..; Teu. 7S247
Date of Service: 06/18/1999 Report No.: 9916795 Report Date
06/29/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co 11 Project: Coppell Aquatie/Rocreation Ctr
Bra r ;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~dtestandcast
compressive strength samples.
PROJECT DATA
CONTRACrOR: Hisaw & Assoc. coNcm~-r~ CRASS: 6 Sack
CONCRETE SUPPLIER: Nelson Brothers PLACEMENrDATE: 06/18/1999 BATCH TIME: 12:34pm
PLANT: Lewisville T1ME SAMPLY-n: l:30pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER coreDmoss: Partly cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (17) - AIR 86 F CONCRETE: 88 F
sLtwn.: 4-6" TRUCKNO: 222 T~CKETNO: 73757
Am.: N/A AmCONTENT(,,~): N/A Usn'wgtGuT(pet'): N/A
TEST METHOD: ASTM C- 143 PtACEMENT LOCATION:
Pier information and technician time: See Report ~9916794
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
REPORT OF TESTS ACCUMULATINg YARDS: 20
CYLINDER MEASURED MAXIMUM COMPRESSlYE
MARKRD SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) 0bs- force) (p~) TYPE
I 1 4.25 06/25/1999 7 126090 4460
1 2 4.25 06/25/1999 7 127780 4520
Average 4490
I 3 4.25 07/16/1999 28
I 4 4.25 07/16/1999 28
Ten (10) gallons of water added.
Technician: Mike Odom Started: nnished: H~C EngineS/
Report Distribution:
(I) City of Coppell (I) City ofCoppcll - Engineering
(I) BrinkIcy Sargent Architects (1) City of Coppeg - Bldg. Insp. EU~ [{~rbour
(1) Tumc~ Engineers (I) City of Coppoll - Leisure Sctv Dept Vice President
(1) Hisaw & Associates
This report is exclusively for the use of the cfient indicated above and shall not be n~produced except in full without the written approval of HBC Enginewing, Inc.
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