Town Center L1B2-LR 991118CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/09/1999 Report No.: 9930121 Report Date
11/18/1999
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:
6
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
5.0" Max
AIR:
N/A
TEST METHOD:
ASTM C -143
(days)
ASTM C -172
(psi)
ASTM C -39
SAMPLE LOCATION: See below
CONCRETE CLASS: 163
PLACEMENT DATE: 11/09/1999 BATCH TIME: 6:12am
TIME SAMPLED: 7:25am BY: Joey Gordon
WEATHER CONDITIONS: Clear, cool
TEMPERATURE (F) -AIR 58 F CONCRETE: 66 F
TRUCK NO: 780 TICKET NO: 6111046
AIR CONTENT ( %): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Paving, northeast corner of building to northwest corner of building from against the wall to
20 feet from the building
Sampled from truck.
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE
LOAD
STRENGTH
SET NO.
(inches)
TESTED
(days)
(lbs. force)
(psi)
1 1
5.50
11/16/1999
7
134620
4760
1 2
5.50
11/16/1999
7
137950
4880
Average
4820
1 3
5.50
12/07/1999
28
1 4
5.50
12/07/1999
28
Sample location: Fourteen
(14) feet west
of far
east corner and
seven (7) feet
from north
wall
FRACTURE
TYPE
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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CONCRETE COMPRESSIVE STRENGTH TEST fBC
um m.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/09/1999 Report No.: 9930121 Report Date
11/18/1999
Client No.: 26295000 Project No.: 94991134
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
CONCRETE CLASS: 163
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:
6
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
5.0" Max
AIR:
N/A
TEST METHOD:
ASTM C -143
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See below
PLACEMENT DATE: 11/09/1999 BATCH TIME: 7:26am
TIME SAMPLED: 8:26am BY: Joey Gordon
WEATHER CONDITIONS: Clear, cool
TEMPERATURE (F) - AIR 64 F CONCRETE: 70 F
TRUCK NO: 963 TICKET NO: 6111066
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER
MEASURED
MARKED
SLUMP
SET NO.
(inches)
2 1
6.00
2 2
6.00
2 3
6.00
2 4
6.00
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
11/16/1999
11/16/1999
12/07/1999
12/07/1999
28
28
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4920
5010
4970
Sample location: Thirty seven (37) feet east of far west corner of building and
six (6) feet from the wall
Technician: Joey Gordon Started: 4:30am Finished: 10:30am FDC ring, Inc.
Report Distribution: A yr
(1) 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.
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
7 139080
7 141630
Average
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