Town Center L1B2-LR 991201CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9931189 Report Date
Date of Service: 11/19/1999 12/01/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR:
Hill & Wilkinson
CONCRETE SUPPLIER:
Lattimore
PLANT:
7
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
4.0" Max
AIR:
N/A
TEST METHOD:
ASTM C -143
7
ASTM C -172
3.50
ASTM C -39
CONCRETE CLASS: 17
PLACEMENT DATE: 11/19/1999 BATCHTIME: 11:24am
TIME SAMPLED: 12:14pm BY: Joey Gordon
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 76 F CONCRETE: 82 F
TRUCK NO: 1040 TICKET NO: 708164
AIR CONTENT ( %): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Slab -on- grade /entrance to front door 15' from front door, 15' north and south of door
SAMPLE LOCATION: 6' from front door & 3' N of -door
CYLINDER
MEASURED
125500
4440
MARKED
SLUMP
DATE
AGE
SET NO.
(inches)
TESTED
(days)
1 1
3.50
11/26/1999
7
1 2
3.50
11/26/1999
7
REPORT OF TESTS ACCUMULATIVE YARDS: 10
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(tbs. force) (psi)
130600
4620
125500
4440
Average
4530
FRACTURE
TYPE
1 3 3.50 12/17/1999 28
1 4 3.50 12/17/1999 28
Sampled from truck, tailgated.
Technician: Joey Gordon started: 10:30am Finished: 1:30pm JL X- ^ - , Engi , Inc.
Report Distribution:
(l) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill & Wilkinson, Inc. Eugene Harbour
(1) Tom Thumb Stores Division (1) City of Coppell - Engr. Dept. Vice President
(1) Michael F. Twichell, Inc.
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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