Town Center L1B2-LR 991116CONCRETE COMPRESSIVE STRENGTH TEST fDC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/05/1999 Report No.: 9929853 R Date
Report 11/16/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morns
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:
3
SPECIFICATION REQUIREMENTS
7
STRENGTH:
3000 psi @ 28 Days
SLUMP:
5.0" Max
AIR:
N/A
TEST METHOD:
ASTM C -143
12/03/1999
ASTM C-172
ASTM C -39
SAMPLE LOCATION:
Ramp -5' E, center line
CYLINDER
MEASURED
MARKED
SLUMP DATE
SET NO.
(inches) TESTED
CONCRETE CLASS: 17
PLACEMENT DATE: 11/05/1999 BATCH TIME: 1 1:34am
TIME SAMPLED: 12:15pm BY: Del Ratliff
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F) -AIR 79 F CONCRETE: 80 F
TRUCK NO: 834 TICKET NO: 3094438
AIR CONTENT ( %): N/A UNIT WEIGHT (pef): N/A
PLACEMENT LOCATION:
Ramp -NW corner of Tom Thumb building, retail center westside slab -on -grade leaveout
REPORT OF TESTS ACCUMULATIVE YARDS: 10
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (Ibs. force) (psi) TYPE
1 1 5.50
11/12/1999
7
95420
3370
1 2 5.50
11/12/1999
7
94980
3360
Average
3370
1 3 5.50
12/03/1999
28
1 4 5.50
12/03/1999
28
Technician: Del Ratliff
Started: 10:30am
Finished:
1:00pm
Engineering, Inc.
Report Distribution:
S(
(I) Ewing Properties, Inc.
(1) Raymond L. Goodson, Jr. Engrs.
Wilkinson, Inc.
Eugene Harbour
(1) S.0 Companies
(1) Hill &
(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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