PA9702-LR 990922 H3C
GROUT COMPRESSI /E STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/07/1999 Report No.: 9924214 Report Date
09/22/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Coppell Project: CoppellAquatic/RecreationCtr
Attn: Brad Reid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. #96051
Services: Sample grout from delivery vehicle, cast 3" x Y' x 6" prisms in accordance with the recommendations of
ASTM C 1019.
PROJECT DATA
CONTRACTOn: Hisaw & Assoc. GROUT CLASS: Grout
GROUT SUPPLIER: TXI PLACEMENTDATE: 09/07/1999 BATCH TIME: 8:30am
PLANT: On-site TIME SAMpLED: 9:00am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER cox~rorrIoNs: Partly cloudy
SXRENGTH: 2500psi @ 28 Days TEMrERATURE(F)-Am 83 F GROUT: 82 F
TRUCK NO: N/A TICKET NO: N/A
TEST METHOD: ASTMC1019 PLACEMENTLOCATION: Same as sample location
SAMPLE LOCATION: See below for sample location
SAMPLE SIZE: 3"x3"x6"
REPORT OF TESTS
PRISM MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMp DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 1 9.50 09/14/1999 7 50220 3810
I 2 9.50 10/05/1999 28
1 3 9.50 10/05/1999 28
Sample Location: Line F gym south wall at 22 feet, line B.1 ~ym north
wall at 22 feet.
Technician: Mike Odom Started: 7:30am Finished: 9:30am
Engine Inc.
Report Distribution:
(D City of Coppell (l) City ofCoppell - Engineerlag
(I) BrinkIcy Sargent Architects (1) City of Coppell - Bldg. lnsp. Eugene Harbour
(1) Turner Engineers (I) City ofCoppell - Leisure Serv Dept Vice President
(I) Hisaw & Associates
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writZen approval of HBC Engineering, Inc.
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