PA9702-LR 990719 CONCRETE COMPRE SIVE STRENGTH TES't
8901 Carpenter Frwy~ Suite #109
Dallal; Tell! 75247
Date of Service: 06/16/1999 Report No.: 9916526 Report Date
07/1911999
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. ~a)6051
Services: ~btainsamp~es~ffreshc~ncreteatthep~a~ement~ocati~ns~pe~~rmrequired~e~dtestandcast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. CONCRt'TE CLASS: 6 Sack
COSCR~,-tV.;SUPPtmR: Nelson Boys PLACEMENT DATE: 06/16/1999 BATCh TIME: 12:40pro
~,12,tcr: Lewisville TIME SAMPLEO: 1:50pm BY: Mike Odom
SPECIFICATION REQUIREMERrS WEATHER CONDmOSS: Partly cloudy
STRENGTU: 4000 psi @ 28 Days TEMPERATURE (F)- Am 88 V CONCRETE: 89 V
sLtn~w: 4.0-6.0" TRUCK NO: 215 TXCKETNO: 73580
Am: N/A AreCONTENT(%): N/A olvrrvai:mwr(.,~: N/A
TEST METHOD: AST1V[ C- 143 etACEMENT LOCATION:
Pier information and technician time: See Report#9916525
ASTM C-172
ASTM C-39
SAMPLE LOCATION: RA-.5
REPORT OF TESTS Acct ctn Tn WRDS: 40
CYLINDER IVIFASURED MAXIMUM COMPRESSBrE
MARKEh SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Ol~- force) (psi) TYPE
1 1 4.50 06/23/1999 7 130100 4600
1 2 4.50 06/23/1999 7 127140 4500
Average 4550
1 3 4.50 07/14/1999 28 155600 5500
1 4 4.50 07/14/1999 28 146580 5180
Average 5340
Technkian: Mike Odom Started: N/A Finished: N/A ~ ~ring, Inc.
Report Distribution:
(1) City of Coppcll (1) City ofCoppen - Engineering
(1) BrinkIcy Sargent Architects (l) City ofCoppell - Bldg. Insp.
(l)TumerEngincers (l)CityofCoppell-LcisurcServDcpt tCf,,. EugeneHarbour
Vice President
(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.
01TM Page 1 of 1