Town Center L1B2-LR 990806CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/27/1999 Report No.: 9920298 Report Date
08/06/1999
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:
Bill & Wilkinson
CONCRETE SUPPLIER:
Lattimore
PLANT:
3
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
5.0" Max
AIR:
NA
TEST METHOD:
ASTM C -143
SET NO.
ASTM C -172
TESTED (days)
ASTM C -39
SAMPLE LOCATION: See below
CONCRETE CLASS: 41
PLACEMENT DATE: 07/27/1999 BATCH TIME: 5:45am
TIME SAMPLED: 6:30am BY: Harvey Plunk
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 756
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Paving in driveway
Sunny
85 F CONCRETE: 90 F
TICKET NO: 3088647
UNIT WEIGHT (pcf): N/A
Sample location: Northeast drive on lot, 100' from far west end
IN
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
4.50
08/03/1999 7
90480
3200
1 2
4.50
08/03/1999 7
90800
3210
Average
3210
1 3
4.50
08/24/1999 28
1 4
4.50
08/24/1999 28
Sample location: Northeast drive on lot, 100' from far west end
IN
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
ENGINEERIN(', INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/27/1999 Report No.: 9920298 Report Date
08/06/1999
Client No.: 26295000 Project No.: 94991134
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" Max
AIR:
NA
TEST METHOD:
ASTM C -143
(inches)
ASTM C -172
(days)
ASTM C -39
SAMPLE LOCATION: See below
CONCRETE CLASS: 41
PLACEMENT DATE: 07/27/1999 BATCH TIME: 6:51am
TIME SAMPLED: 7:35am BY: Harvey Plunk
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 87 F CONCRETE: 90 F
TRUCK NO: 964 TICKET NO: 3088662
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page 1
Sample location: Northeast drive on lot, 120' from far west end
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3210
3110
3160
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
CYLMER
MEASURED
MAXIMUM
MARKED
SLUMP
DATE
AGE
LOAD
SET NO.
(inches)
TESTED
(days)
(lbs force)
2 1
5.50
08/03/1999
7
90840
2 2
5.50
08/03/1999
7
88050
Average
2 3
5.50
08/24/1999
28
2 4
5.50
08/24/1999
28
Sample location: Northeast drive on lot, 120' from far west end
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3210
3110
3160
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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CRETE COMPRESSIVE STRENGTH TEST
fBC
ENGIlHEEMU, INC.
8901 Carpenter Frwy., Suite #100
Dallas. Texas 75247
Date lof Service: 07/27/1999
No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
PROJECT DATA
TEST
SET
3
3
3
3
CONCRETE CLASS: 41
PLACEMENT DATE: 07/27/1999 BATCH TIME: 8:55am
TIME SAMPLED: 9:45am BY: Harvey Plunk.
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 88 F CONCRETE: 90 F
TRUCK NO: 830 TICKET NO: 3088679
AIR CONTENT (40): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page 1
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
rOR: Hill & Wilkinson
i SUPPLIER: Lattimore
3
TION REQUIREMENTS
iGTH: 3000 psi @ 28 Days
P: 5.0" Max
NA
IOD: ASTM C -143
ASTM C -172
ASTM C -39
LOCATION: See below
)ER
MEASURED
;ED
SLUMP
NO.
(inches)
1
5.00
2
5.00
3
5.00
4
5.00
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
Report No.: 9920298 Report Date
08/06/1999
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
08/03/1999
7 78400
08/03/1999
7 83580
Average
08/24/1999
28
08/24/1999
28
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2770
2960
2870
le location: Far northeast drive on lot, 175' from far west end
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
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/27/1999 Report No.: 9920298 Report Date
08/06/1999
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:
3000 psi @ 28 Days
SLUMP:
5.0° Max
AIR:
NA
TEST METHOD:
ASTM C -143
28
ASTM C -172
6.00
ASTM C -39
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP DATE
(inches) TESTED
CONCRETE CLASS: 41
PLACEMENT DATE: 07/27/1999 BATCH TIME: 9:30am
TIME SAMPLED: 11:00am BY: Harvey Plunk
WEATHER CONDITIONS: Sunny, hot
TEMPERATURE (F) - AIR 90 F CONCRETE: 91 F
TRUCK NO: 944 TICKET NO: 6103096
AIR CONTENT (%): N/A UNIT wEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (Ibs.force)
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4 1
6.00
08/03/1999
7 87410 3090
4 2
6.00
08/03/1999
7 84430 2990
Average 3040
4 3
6.00
08/24/1999
28
4 4
6.00
08/24/1999
28
Sample location: South driveway, 30' east of job trailer
Technician: Harvey Plunk Started: 5:00am Finished: 1:00pm T44"
Report Distribution: Engineering
(1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill & WiWnson, Inc. Eugene Har r
(1) Tom 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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