PA9702-LR 991007GROUT COMPRESSIC STRENGTH TEST
8901 Carpenter Frwy., Suite #10~
Dallas, Texas 75247
DateofService: 09/07/1999 Report No.: 9924214 Report Date
10/07/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~FReid 300BlockofParkwayBlvd
732 DeForest Coppell, Texas/Prj. #96051
Coppell TX 75019
Services: Sample grout from delivery vehicle, cast 3" x 3" x 6" prisms in accordance with the recommendations of
ASTM C 1019.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. GROUT CLASS: Grout
GROUT SUPPLIER: TXI pLACEMENTDATE: 09/07/1999 BATCHIlh4E: 8:30am
PLANT: On-site Tnvn~ SAMPLED: 9:00alTl BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDrrXONS: Partly cloudy
STRENGTH: 2500psi @ 28 Days TEMPERATURE (F) - AIR 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
1 2 9.50 10/05/1999 28 61750 4810
1 3 9.50 10/05/1999 28 59790 4310
Average 4560
Sample Location: Line F ~ south wall at 22 feet, line B.1 gym north
wall at 22 feet.
Technician: Mike Odom Started: 7:30am Finished: 9:30am I'~ Engineering, Inc.
Report Distribution: ~_/5 ~
(1) City of Coppel| (1) City of Coppcll - Engineering
(1) BrinkIcy Sargent Architects (l) City ofCoppell - Bldg. Insp. Eugene Harbour
(1) Turner Engineers (I) City ofCoppell - Leisure Serv Dept 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.
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