Town Center L1B2-LR 990909CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEQ, IN , INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 0811011999 Report No.: 9921641 Report Date
09/09/1999
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:
5000 psi @ 28 Days
SLUMP:
7.0" Max
AIR:
N/A
TEST METHOD:
ASTM 0-143
7
ASTM C -172
7.00
ASTM C -39
SAMPLE LOCATION: 10' S & 10' W of NE pad corner
CONCRETE CLASS: 22
PLACEMENT DATE: 08/10/1999 BATCH TIME: 7:28am
TIME SAMPLED: 8:20am BY: Del Ratliff
WEATHER CONDITIONS: Hot, clear, calm
TEMPERATURE (F) -AIR 87 F CONCRETE: 92 F
TRUCK NO: 610 TICKET NO: 2075293
AIR CONTENT ( %): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Truck loading dock
REPORT OF TESTS
CYLINDER
MEASURED
LOAD
STRENGTH FRACTURE
MARKED
SLUMP
DATE
AGE
SET NO.
(inches)
TESTED
(days)
1 1
7.00
08/17/1999
7
1 2
7.00
08/17/1999
7
1 3
7.00
09/07/1999
28
1 4
7.00
09/07/1999
28
Technician Time: See Report #9921632
Technician: Del Ratliff Started: Finished:
Report Distribution:
(1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill & Wilkinson, Inc.
(1) Tom Thumb Stores Division (1) City of Coppell - Engr. Dept.
(1) Michael F. Twichell, Inc.
ACCUMULATIVE YARDS: 9
MAXIMUM
COMPRESSIVE
LOAD
STRENGTH FRACTURE
(lbs. force)
(psi) TYPE
162860
5760
159460
5640
Average
5700
169150
5980
169620
6000
Average
5990
n ring, Inc.
Eugene Harbour
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.
011.1, Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERM, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/10/1999 Report No.: 9921632 Report Date
09/09/1999
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
III-ANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
SLUMP: 4.0 Max
AIR: 3 -6%
TEST METHOD:
CONCRETE CLASS:
PLACEMENT DATE: 08/10/1999 BATCH TIME: 5:34am
TIME SAMPLED: 6:30am BY: Del Ratliff
WEATHER CONDITIONS: Hot clear, calm
TEMPERATURE (F) - AIR 86 F CONCRETE: 92 F
TRUCK NO: 947 TICKET NO: 7075281
AIR CONTENT ( %)): 5.5 UNIT WEIGHT (pcf): N /A
PLACEMENT LOCATION:
Sidewalk on east side of Denton tap between north ad south approach
SAMPLE LOCATION:
20 'N of S approach
REPORT OF TESTS
ACCUMULATIVE YARDS: 20
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE AGE
LOAD
STRENGTH FRACTURE
SET NO.
(inches)
TESTED (days)
(lbs. force)
(psi) TYPE
1 1
5.50
08/17/1999 7
93350
3300
1 2
5.50
08/17/1999 7
89670
3170
Average
3240
1 3
5.50
09/07/1999 28
109780
3880
1 4
5.50
09/07/1999 28
116470
4120
Average
4000
6:OOam Finished: 9:OOam
Technician: Del Ratliff
started:
rlJV*.� En in ing, Inc.
Report Distribution:
(1) Ewing Properties, Inc.
(1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies
(1) Hill & Wilkinson, Inc.
Eugene Harbour
(1) Toni 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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