PA9702-LR 990628 (2) CONCRETE COMPREb'SIVE STRENGTH TES
8901 Carp~ter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/16/1999 Report No.: 9916526 Report Date
06/28/1999
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~ncreteatthepla~ement~ocati~ns~perf~rmrequired~e~dtestandcast
compressive strength samples.
PROJECT DATA
CONTI~CTOR: Hisaw & Assoc. CONCRETE CLASS: 6 Sack
CONCRETE SUPPLIER: Nelson Boys pLACEMEST DATE: 06/16/1999 BATCH Tn4E: 12:40pm
I, LAI, rr: Lewisville xn4~ SAMPLED: 1:50pm BY: Mike Odom
SPECIFICATION REQUIREIVlENTS WEATHER CONDmONS: Partly cloudy
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (ID - Am 88 F CONCRETE: 89 F
SLUMP: 4.0-6.0" TRUCK NO: 215 T~CKEXNO: 73580
AIR: N/A AreCONTENT(%): N/A UNrrwEIGffr(pct): N/A
TEST ~u~'rUOn: ASTM C- 143 pLACEMENT LOCATION:
Pier information nd technician time: See Rep~ ~9916Y~5
ASTM C-172
ASTM C-39
SAMPLE LOCATION: RA-.5
REPORT OF TESTS ACCLrMULATIVEYARDS: 40
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. 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
1 4 4.50 07/14/1999 28
Technician: Mike Odom Started: N/A Finished: N/A
'nee ' Inc.
Report Distribution:
( I ) City of Coppell ( 1 ) City of Coplull - Engineering
(1) BlinkIcy Satgent Architects (I) City ofCoppeH - Bldg. lnsp. e liarDour
(1) Turner Engineers (1) City ofCoppell - Leisure Serv Dept sident
(1) Hisaw & Associates
This report is exclusively for the use of the client indicated above and shall not be nproduced except in full without the vaitt~n approval of HBC Engineering, Inc.
01TM Page 1 of I