Town Center L1B2-LR 991101CONCRETE COMPRESSIVE STRENGTH TEST fBC
INGINEIRIZ , INC.
8901 Carpenter Frwy., Suite #100
Dallas, Teaas 75247
Date of Service: 09 /29/1999 Report No.: 9926323 Report Date
11/01/1999
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:
3
SPECIFICATION REQUIREMENTS
STRENGTH:
5000 psi @ 28 Days
SLUMP:
N/A
AIR:
N/A
TEST METHOD:
ASTM C -143
TESTED
ASTM C -172
(lbs. force)
ASTM C -39
SAMPLE LOCATION: 50' from loading dock
CONCRETE CLASS: 22
PLACEMENT DATE: 09/29/1999 BATCH TIME: 6:03am
TIME SAMPLED: 7:15am BY: Joey Gordon
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F) - AIR 62 F CONCRETE: 81 F
TRUCK NO: 756 TICKET NO: 3092584
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): NIA
PLACEMENT LOCATION:
Paving in front of loading dock
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4360
4440
4400
6560
6480
6520
Technician: Joey Gordon Started: 5:00 Finished: 11:30am I-B Engineering, Inc.
Report Distribution: f-�sG
(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 (l) 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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REPORT OF TESTS
CYLINDER
MEASURED
MAXIMUM
MARKED
SLUMP
DATE
AGE
LOAD
SET NO.
(inches)
TESTED
(days)
(lbs. force)
1 1
4.00
10/06/1999
7
123320
1 2
4.00
10/06/1999
7
125470
Average
1 3
4.00
10/27/1999
28
185540
1 4
4.00
10/27/1999
28
183180
Average
Sampled from
truck.
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4360
4440
4400
6560
6480
6520
Technician: Joey Gordon Started: 5:00 Finished: 11:30am I-B Engineering, Inc.
Report Distribution: f-�sG
(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 (l) 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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CONCRETE COMPRESSIVE STRENGTH TEST fDC
INGINEERIlVG, INC.
8901 Carpenter Frwy., Suite #100
Dalian, Tesas 75247
Date of Service: 09 /29/1999 Report No.: 9926334 Report Date
11/01/1999
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
SET NO.
ASTM C -172
TESTED (days)
ASTM C -39
SAMPLE LOCATION: 30' from south entrance
CONCRETE CLASS: 163
PLACEMENT DATE: 09/29/1999 BATCH TIME: 7:23am
TIME SAMPLED: 8:37am BY: Joey Gordon
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 66 F CONCRETE: 86 F
TRUCK NO: 602 TICKET NO: 7077761
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): NIA
PLACEMENT LOCATION:
Fire lane next to the dock
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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REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER
MEASURED
MAXIMUM
- COMPRESSIVE
MARKED
SLUMP
DATE AGE
LOAD
STRENGTH FRACTURE
SET NO.
(inches)
TESTED (days)
(lbs. force)
(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
138790
4910
1 4
6.50
10/27/1999 28
147700
5220
Average
5070
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.
01LL Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Teaas 75247
Date of Service: 09/29/1999 Report No.: 9926334 Report Date
11/01/1999
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
2 3
ASTM C -172
10/27/1999
ASTM C -39
SAMPLE LOCATION: 25' from north corner
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
REPORT OF TESTS
CYLINDER
MEASURED
3870
MARKED
SLUMP
DATE
SET NO.
(inches)
TESTED
2 1
4.50
10/06/1999
2 2
4.50
10/06/1999
2 3
4.50
10/27/1999
2 4
4.50
10/27/1999
Sampled from truck.
MAXIMUM
AGE LOAD
(days) (lbs. force)
ACCUMULATIVE YARDS: 10
.COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
7
109380
3870
7
110250
3900
Average
3890
28
140770
4980
28
142760
5050
Average
5020
Technician: Joey Gordon Started: Finished: Engineering, Inc.
Report Distribution:
(1) Ewing Properties, Inc. (l) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (l) Hill & Wilkinson, Inc. Eugene Harbour
(])Tom Thumb Stores Division (1) City of Coppell - Engr. Dept. Vice President
(t) 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.
OILL Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
ENG111EER , INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/29/1999 Report No.: 9926335 Report Date
11/01/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
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
STRENGTH:
3000 psi @ 28 Days
SLUMP:
5.0" Ma
AIR:
N/A
TEST METHOD:
ASTM C -143
7
ASTM C -172
6.00
ASTM C -39
SAMPLE LOCATION: Column Diamonds C /3.6
CONCRETE CLASS: 17
PLACEMENT DATE: 09/29/1999 BATCH TIME: 9:00am
TIME SAMPLED: 9:50am BY: Joey Gordon
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 819
AIR CONTENT ( %a): N/A
PLACEMENT LOCATION:
Column Diamonds C/2 -7
REPORT OF TESTS
CYLINDER
MEASURED
MARKED
SLUMP
DATE
AGE
SET NO.
(inches)
TESTED
(days)
1 1
6.00
10/06/1999
7
1 2
6.00
10/06/1999
7
1 3
6.00
10/27/1999
28
1 4
6.00
10/27/1999
28
Technician Time: See Report #9926323
Sample taken from truck.
Technician Joey Gordon 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.
Clear
80 F CONCRETE: 87 F
TICKET NO: 3092596
UNIT WEIGHT (pcf): N/A
MAXIMUM
LOAD
(lbs. force)
97830
99270
Average
133540
139930
Average
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH
(psi
FRACTURE
TYPE
3460
3510
3490
4720
4950
4840
fBC Engineering, Inc.
�G
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.
Project No.: 94991134
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