Town Center L1B2-LR 990714CONCRETE COMPRESSIVE STRENGTH TEST FBC
ElvcINEERnvG, W.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /15/1999 Report No.: 9916374 Report Date
07/14/1999
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:
4.0 -6.0"
AIR:
N/A
TEST METHOD:
ASTM C -143
(inches)
ASTM C -172
(days)
ASTM C -39
SAMPLE LOCATION: See attached sketch
CONCRETE CLASS: 163
PLACEMENT DATE: 06/15/1999 BATCH TIME: 3:59am
TIME SAMPLED: 4:50am BY: Eric Garcia
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE M - AIR 72 F CONCRETE: 82 F
TRUCK NO: 955 TICKET NO: 7072477
AIR CONTENT (%): N/A UNIT WEIGHT (pct): N/A
PLACEMENT LOCATION:
See attached sketch
ACCUMULATIVE YARDS: 60
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2870
3000
2940
3890
4050
3970
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.
01TM Page 1 of 5
REPORT OF TESTS
CYLINDER
MEASURED
MAIM
MARKED
SLUMP
DATE
AGE
LOAD
SET NO.
(inches)
TESTED
(days)
(lbs. force)
1 1
6.00
06/22/1999
7
81300
1 2
6.00
06/22/1999
7
84770
Average
1 3
6.00
07/13/1999
28
109930
1 4
6.00
07113/1999
28
114620
Average
ACCUMULATIVE YARDS: 60
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2870
3000
2940
3890
4050
3970
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.
01TM Page 1 of 5
CONCRETE COMPRESSIVE STRENGTH TEST fDC
EN -in VEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /15/1999 Report No.: 9916374 Report Date
07/14/1999
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:
4.0 -6.0"
AIR:
N/A
TEST METHOD:
ASTM C -143
SET
ASTM C -172
(inches)
ASTM C -39
SAMPLE LOCATION: See page 1
CONCRETE CLASS: 163
PLACEMENT DATE: 06/15/1999 BATCH TIME: 5:34am
TIME SAMPLED: 6:20am BY: Eric Garcia
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F) - AIR 72 F CONCRETE: 84 F
TRUCK NO: 959 TICKET NO: 7072490
AIR CONTENT (%): N/A UNIT wEIGHT (pd): N/A
PLACEMENT LOCATION:
See page 1
ACCUMULATIVE YARDS: 170
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2960
3070
3020
4190
4060
4130
This repot 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.
91TM Page 2 of 5
REPORT OF TESTS
CYLINDER
MEASURED
MAXIMUM
MARKED
SLUMP
DATE
AGE
LOAD
SET
NO.
(inches)
TESTED
(days)
(IhL force)
2
1
6.50
06/22/1999
7
83670
2
2
6.50
06/22/1999
7
86850
Average
2
3
6.50
07/13/1999
28
118430
2
4
6.50
07/13/1999
28
114750
Average
ACCUMULATIVE YARDS: 170
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2960
3070
3020
4190
4060
4130
This repot 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.
91TM Page 2 of 5
CONCRETE COMPRESSIVE STRENGTH TEST fBC
n K E TEERM, M.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /15/1999 Report No.: 9916374 Report Date
07/14/1999
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:
4.0 -6.0"
AIR:
N/A
TEST METHOD:
ASTM C -143
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See page I
CONCRETE CLASS: 163
PLACEMENT DATE: 06/15/1999 BATCH TIME: 6:48am
TIME SAMPLED: 7:30am BY: Eric Garcia
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F) - AIR 74 F CONCRETE: 82 F
TRUCK NO: 250 TICKET NO: 7072500
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER
MARKED
SET
NO.
3
1
3
2
3
3
3
4
MEASURED
SLUMP
(ink)
5.25
5.25
5.25
5.25
DATE
TESTED
06/22/1999
06/22/1999
07/13/1999
07/13/1999
AGE
(days)
7
7
28
28
MAXIMUM
LOAD
(tbs. force)
109400
105900
Average
129780
129500
Average
ACCUMULATIVE YARDS: 250
COMPRESSIVE
STRENGTH
(psi)
3870
3740
3810
4590
4580
4590
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.
A1TM Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TEST fBC
IIN1ZING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /15/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
See page 1
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR:
Tull & Wilkinson
CONCRETE SUPPLIER:
Lattimore
PLANT:
7
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
4.0 -6.0"
AIR:
N/A
TEST METHOD:
ASTM C -143
7.00
ASTM C -172
28
ASTM C -39
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
4 1
4 2
4 3
4 4
MEASURED
SLUMP DATE
(inches) TESTED
CONCRETE CLASS: 163
PLACEMENT DATE: 06/15/1999 BATCH TIME: 9:18am
TIME SAMPLED: 9:55am BY: Eric Garcia
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F) - AIR 81 F CONCRETE: 85 F
TRUCK NO: 980 TICKET NO: 6099902
AIR CONTENT (%): N/A UNIT wEIGHT (pd): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
AGE
(da
Report No.: 9916374 Report Date
07/14/1999
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
ACCUMULATIVE YARDS: 360
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
7.00
06/22/1999
7
110600
3910
7.00
06/22/1999
7
111870
3960
Average
3940
7.00
07/13/1999
28
147800
5230
7.00
07/13/1999
28
153130
5420
Average
5330
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.
01TM Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST FDC
ENGIL H" "RRU, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/15 /1999 Report No.: 9916374 Report Date
07/14/1999
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:
4.0 -6.0"
AIR:
N/A
TEST METHOD:
ASTM C -143
MARKED
ASTM C -172
DATE AGE
ASTM C -39
CONCRETE CLASS: 163
PLACEMENT DATE: 06 /15/1999 BATCH T M[E: 11:18am
TIME SAMPLED: 12:00pm BY: Eric Garcia
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F) - AIR 87 F CONCRETE: 89 F
TRUCK NO: 611 TICKET NO: 7072546
AIR CONTENT (%): N/A UNIT WEIGHT (pd): N/A
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION:
See page 1
REPORT OF TESTS
ACCUMULATIVE YARDS: 440
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE AGE
LOAD
STRENGTH FRACTURE
SET NO.
(inches)
TESTED (days)
(lbs. force)
(psi) TYPE
5 1
4.75
06/22/1999 7
114670
4060
5 2
4.75
06/22/1999 7
121810
4310
Average
4190
5 3
4.75
07/13/1999 28
158640
5610
5 4
4.75
07/13/1999 28
160850
5690
Average
5650
Technician: Eric Garcia
Report Distribution:
(1) Ewing Properties, Inc.
(1) S.0 Companies
(1) Tom Thumb Stars Division
(1) Michael F. Twichell, Inc.
Started: 3:00am Finished: 1:30pm
(1) Raymond L. Goodson, Jr. Engrs.
(1) Hill & Wilkinson, Inc.
(1) City of Coppell - Engr. Dept.
g - Bering, Inc.
0-
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.
01TM Page 5 of 5
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