PA9702-LR 990827GROUT COMPRESSI(L' STRENGTH TEST
8901 Carpenter Frwy., Suite #10O
Dallas, Texas 75247
Date of Service: 08/18/1999 Report No.: 9922456 Report Date
08/2711999
Client No.: COPPELL Project No.: 94991118
Client: CityofCo pell Project: CoppcllAquatic/RecreationCtr
Attn: Bra~PReid
732 DeForest 300 Block of Parkway Blvd
Coppell TX 75019 Coppell, Texas/Prj. 4/96051
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 SUPPLIER: TXI PLACEMENTDATE: 08/18/1999 BATCH TIME: 12:15pm
PLANT: On-site TIME SAMPLED: 12:45pm nv: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 2500 psi @ 28 Days TEMPERATURE (F) - AIR 100 F GROUT: 104 F
TRUCK NO: N/A TICKET NO: N/A
TEST METHOD: PLACEMENT LOCATION: LineF, 7.Sandl
SAMPLE LOCATION: E/1 at course #7
SAMPLE SIZE: 3" X 3" X 6"
REPORT OF TESTS
PRISM MEASURED MAXIMUM COMPRESSIVE
MAiD SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (IMi)
I 1 11.00 08/25/1999 7 66640 4880
1 2 11.00 09/15/1999 28
1 3 11.00 09/15/1999 28
NOTE: See report #992441 for technician time.
Tee..,c,..: Oreg Dimock StartS:
Report Distribution:
( 1 ) City of Coppell ( I ) City of Coppe I1 - Engineering
(I) BrinkIcy Sargent Architects (I) City ofCoppell - Bldg. lnsp. Etl~ FIarbonr
( 1 ) Turner Engineers ( l ) City of Coppell - Leisure Scrv 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 written approval of HBC Engineering, Inc.
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