Town Center L1B2-LR 991208CONCRETE COMPRESSIVE STRENGTH TEST fDC
ENGINEERM, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 1110911999 Report No.: 9930121 Report Date
12/08/1999
Client No.: 26295000
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
5.50
ASTM C -172
28
ASTM C -39
SAMPLE LOCATION:
See below
CYLINDER
MEASURED
MARKED
SLUMP
SET NO.
(inches)
1 1
5.50
1 2
5.50
1 3
5.50
1 4
5.50
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 (pef): 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
DATE AGE
TESTED (days)
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
11/16/1999
7
134620
4760
11/16/1999
7
137950
4880
Average
4820
12/07/1999
28
143420
5070
12/07/1999
28
148610
5260
Sample location: Fourteen (14)
from north wall
Average 5170
feet west of far east corner and seven (7) feet
FRACTURE
TYPE
This r �ri is c.vJnsively for the use of the client indicated ahove and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01111. Page I of 2
CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/09/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Report No.: 9930121 Report Date 12/08/1999
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
2 3 6.00
ASTM C -172
28
ASTM C -39
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP DATE
(inches) TESTED
CONCRETE CLASS: 163
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 I
REPORT OF TESTS ACCUMULATIVE YARDS: 10
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
2 1 6.00
11/16/1999
7
139080
4920
2 2 6.00
11/16/1999
7
141630
5010
Average
4970
2 3 6.00
12/07/1999
28
155390
5500
2 4 6.00
12/07/1999
28
160570
5680
Average
5590
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
�'
engineering, Inc.
Report Distribution:
(1) Ewing Properties, Inc.
(1) Raymond L. Goodson, Jr. Engrs.
y
(1) S.0 Companies
(1) Hill & Wilkinson Inc.
Eugene Harbour
(1) Tom Thumb Stores Division
(1) City of Coppell - En.-r. 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
GILL Page 2 of 2