Town Center L1B2-LR 991007CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING', INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/29/1999 Report No.: 9926334 Report Date
10/07/1999
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:
5.0" Max
AIR:
N/A
TEST METHOD:
ASTM C -143
28
ASTM C -172
6.50
ASTM C -39
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
30' from south entrance
MEASURED
SLUMP DATE
(inches) TESTED
CONCRETE CLASS: 163
PLACEMENT DATE: 09/29/1999 BATCH TIME: 7:23am
TIME SAMPLED: 8:37am BY: Joey Gordon
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 602
AIR CONTENT ( %): N/A
PLACEMENT LOCATION:
Fire lane next to the dock
REPORT OF TESTS
Clear
66 F CONCRETE: 86 F
TICKET NO: 7077761
UNIT WEIGHT (pcf): N/A
MAXIMUM
AGE LOAD
(days) (lbs.force)
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
1 1
6.50
10/06/1999
7 110890 3920
1 2
6.50
10/06/1999
7 106250 3760
Average 3840
1 3
6.50
10/27/1999
28
1 4
6.50
10/27/1999
28
Technician Time: See Report #9926323
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
INGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09129/1999 Report No.: 9926334 Report Date
10/07/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
MEASURED
SLUMP
(inches)
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:
5.0" Max
AIR:
N/A
TEST METHOD:
ASTM C -143
ASTM C -172
ASTM C -39
SAMPLE LOCATION: 25' from north corner
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER
MARKED
SET NO.
2 1
2 2
DATE AGE
TESTED (days)
CONCRETE CLASS: 163
PLACEMENT DATE: 09/29/1999 BATCH TIME: 8:15am
TIME SAMPLED: 10:15am BY: Joey Gordon
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 82 F CONCRETE: 90 F
TRUCK NO: 753 TICKET NO: 6108087
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page 1
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
7 109380
3870
7 110250
3900
Average
3890
FRACTURE
TYPE
4.50 10/06/1999
4.50 10/06/1999
2 3 4.50
2 4 4.50
Sampled from truck.
Technician: Joey Gordon
Report Distribution:
(1) Ewing Properties, Inc.
(1) S.0 Companies
(1) Tom Thumb Stores Division
(1) Michael F. Twichell, Inc.
10/27/1999 28
10/27/1999 28
Started: Finished: fW Engineering, Inc.
(1) Raymond L. Goodson, Jr. Engrs.
(1) Hill & Wilkinson, Inc. Eugene Harbour
(1) City of Coppell - Engr. Dept. Vice President
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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