PA9702-LR 991014GROUT COMPRESSI STRENGTH TEST
ENGIN~.i~I3, INC.
8901 Carpenter Frwy., Suite
Dallas, Texas 75247
Date of Service: 09/15/1999 Report No.: 9925022 Report Date
10/14/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~PReid
732 DeForest 300 Block of Parkway Blvd
Coppell TX 75019 Coppell, Texas/Prj. ~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: N/A
GROUT SUPPLIER: On-Site pLACEMENT DATE: 09/15/1999 BATCH TIME: 8:50am
PLANT: On-Site TnVtE SAMPLED: 9:00am BY: Del Ratlift
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Warm, clear, calm
STRENGTH: 2500 psi @ 28 Days TEMPERATURE (F) - AIR 73 F GROUT: 75 F
TRUCK NO: N/A TICKer NO: N/A
TF~TMETHOD: ASTMC1019 PLACEMENTLOCATION: Gynmasiura east wall
SAMPLE LOCATION: See below
SAMPLE SIZE: 3" x 3" X 6"
REPORT OF TESTS
PRISM MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (Ibs. force) (psi)
I 1 6.00 09/22~1999 7 32580 3150
1 2 6.00 10/13/1999 28 26740 3 180
1 3 6.00 10/13/1999 28 34750 3330
Average 3260
Sample location: 10' S northeast building corner, 5 course from top
Technician Time: See Report #9925023
Report Distribution:
(1) City of Coppell (1) City ofCoppsll - Engineering
(I) BrinkIcy Sargent Architects (1) City ofCoppell - Bldg. [nsp. E
(1) Turner Engineers (1) City of Coppell - 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 hi full without the written approval of HBC Engineering, Inc.
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