Fellowship-LR 990426 (2)CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910828 Report Date
04/26/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke Phase III - Expansion
6616 Forest Park Road
Dallas TX 75235 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Julian P. Barry CONCRETE CLASS: 5 1/2 Sack
CONCRETE SUPPLIER: Custom Crete PLACEMENT DATE: 04/16/1999 BATCH TIME: 4:25pm
PLANT: Batch Truck TIME SAMPLED: 4:30pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 65 F CONCRETE: 66 ~
SLUMP: 5.0" Max TRUCK NO: 431 TICKET NO: 169569
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Inlets at strip//49 & milddle fire lane, east end of strip 29
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.00 04/23/1999 7 100500 3550
1 2 5.00 04/23/1999 7 97810 3460
Average 3510
1 3 5.00 05/14/1999 28
1 4 5.00 05/14/1999 28
Sample location: First lift of inlet at strip #49.
Technician time: See Report #9910793
Sampled at truck. ~
Technician: Greg Dimock Started: Finished: ~ Engi~c.' g, Inc.
Report Distribution:
(1) Julian P. Barry General Contractors
(1) Urban Architecture Eugene Harbour
( I ) City of Grapevine Vice President
( 1 ) City of Coppell
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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