PA9702-LR 991001 (2)GROUT COMPRESSIC STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Tens 75247
Date of Service: 09/15/1999 Report No.: 9925022 Report Date
10/01/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co ell Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~eid 300BlockofParkwayBlvd
732 DeForest
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 TIME SAMPLED: 9:00am BY: Del Ratlift
SPECIFICATION REQUIREMENTS WEATHER CONnrrIOSS: Warm, clear, calm
STRmqGTm 2500 psi @ 28 Days TEMPs~RATURE ~ - AIR 73 F GROUT: 75 TRUCK NO: N/A TICKET NO: N/A
TEST METHOD: ASTMC1019 PLACEMENTLOCATION: Gynmasium 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)
1 1 6.00 09/22/1999 7 32580 3150
1 2 6.00 10/13/1999 28
I 3 6.00 10/13/1999 28
Sample location: 10' S northeast building corner, 5 course from top
Technician Time: See Report #9925023
Technician: DoI Ratlift Started: Finished: ~ Engineer
Report Distribution:
(1) Ci',y of Coppell (1) City ofCoppell - Engineerlag
(1) BrinkIcy Sargent Architects (1) City ofCoppell - Bldg. lnsp. Eug
Vice Pres' nt
(l) Turner Engineers (1) City of Coppell - Leisure Serv Dept lde
(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.
09LLW Page 1 of I