Town Center L1B2-LR 990825CONCRETE COMPRESSIVE STRENGTH TEST fBC
ElvcJI ZF.EEM, U4C.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/27/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Report No.: 9920298 Report Date
08/25/1999
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
ASTM C -172
ASTM C -39
CONCRETE CLASS: 41
PLACEMENT DATE: 07/27/1999 BATCH TIME: 5:45am
TIME SAMPLED: 6:30am BY: Harvey Plunk
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 85 F CONCRETE: 90 F
TRUCK NO: 756 TICKET NO: 3088647
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Paving in driveway
SAMPLE LOCATION: See below
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
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
120990
4280
1
4
4.50
08/24/1999
28
117330
4150
Average
4220
Sample
location:
Northeast
drive on lot,
100 from far
west end
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 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
f 19C
IN - l" I E ! ' W.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/27/1999 Report No.: 9920298 Report Date 08/25/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
PROJECT DATA
MAXIMUM
AGE LOAD
(days) (lbs.force)
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
ASTM C -172
4320
ASTM C -39
SAMPLE LOCATION:
CYLINDER
MARKED
SET
2
2
2
2
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
NO.
See below
MEASURED
SLUMP DATE
(inches) TESTED
1 5.50
08/03/1999
2 5.50
08/03/1999
3 5.50
08/24/1999
4 5.50
08/24/1999
Sample location: Northeast drive on lot, 120'
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
7
90840
3210
7
88050
3110
Average
3160
28
123750
4380
28
120340
4260
Average
4320
from
far west end
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.
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 964
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
CONCRETE CLASS: 41
PLACEMENT DATE: 07/27/1999 BATCHTIME: 6:51am
TIME SAMPLED: 7:35am BY: Harvey Plunk
Sunny
87 F CONCRETE: 90 F
TICKET NO: 3088662
UNIT WEIGHT (pcf): N/A
REPORT OF TESTS
GILL Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST IF19C
ENGIIVEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/27/1999 Report No.: 9920298 Report Date
08/25/1999
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
3 3
ASTM C -172
08/24/1999
ASTM C -39
SAMPLE LOCATION: See below
CONCRETE CLASS: 41
PLACEMENT DATE: 07/27/1999 BATCH TIME: 8:55am
TIME SAMPLED: 9:45 am BY: Harvey Plunk
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 830
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER
MEASURED
MARKED
SLUMP
DATE
SET NO.
(inches)
TESTED
3 1
5.00
08/0311999
3 2
5.00
08/03/1999
3 3
5.00
08/24/1999
3 4
5.00
08/24/1999
AGE
(days)
7 78400
7 83580
Average
111680
115000
Average
from far west end
28
28
Sample location: Far northeast drive on lot, 175'
Sunny
88 F CONCRETE: 90 F
TICKET NO: 3088679
UNIT WEIGHT (pcf): N/A
ACCUMULATIVE YARDS: 10
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(Ibs. force) (psi)
2770
2960
2870
3950
4070
4010
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.
O1LL Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH `BEST fBC
ENGINEERIIdG, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/27/1999 Report No.: 9920298 Report Date
08/25/1999
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
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See below
CONCRETE CLASS: 41
PLACEMENT DATE: 07/27/1999 BATCH TIME: 9:30am
TIME SAMPLED: 11:OOam 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 (pef): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
DATE AGE
TESTED (days)
FRACTURE
TYPE
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
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
106330
3760
4
4
6.00
08/24/1999
28
107370
3800
Average
3780
Sample
location:
South
driveway, 30'
east of job
trailer
Technician: Harvey Plunk
Report Distribution:
(1) Ewing Properties, Inc.
(1) S.0 Companies
(1) Tom Thumb Stores Division
(1) Michael F. Twichell, Inc.
Started: 5:00am Finished: 1:00pm
Engineering, Inc.
(1) Raymond L. Goodson, Jr. Engrs. 6 !
(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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