Town Center L1B2-LR 990628IN-PLACE DENSITY TESTING Fir
ENGINEERING, INC.
8901 Carpenter Frwy., Suite i4loo
Dallas, Texas 75247
Date of Service: 06/17/1999 Report No.: 9916703 Report Date
06/28/1999
Client No.: 26295000 Project No.: 94991134
Client: Ewing Properties, Inc. Project: Tom Thumb
Attn: Mark Morris Denton Tap & Sandy Lake
14990 Landmark Blvd, #300
Dallas TX 75240 -6729 Coppell, Texas
Services: In -place density testing.
PROJECT DATA
CONTRACTOR: Hill & Wilkinson Laboratory Test Method:
ASTM D -698
Field Test Method:
ASTM D -2922
ASTM D -3017
MOISTURE DENSITY RELATIONS:
Maximum
Project Requirements
M/D No. Description Moisture % Density pcf Moisture Densih
1 Brown & yellow clayey sand 11.0 118.5
-2/ +2% 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE
DRY DENSITY DENSITY
NO TEST LOCATION No.
( %) (pcf) (% max)
South Side of Inlet Box
93 30'S & 60'E of SE corner of Wendy's, 1st lift 1
10.1 112.8 95
North Side of Box
94 30'S & 60'E of SE corner of Wendy's, 2nd lift l
11.7 116.7 99
Test results on this report meet project specification.
A A-A ing, Inc.
E
Technician: Phil Green
Report Distribution:
(1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill & Wilkinson, Inc.
Paul D. Smith, P.E.
(1) Tom Thumb Stores Division (1) City of Coppell - Engr. Dept.
Senior Project Engineer
(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.
07TMP Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Twits 75247
Date of Service: 06 /15/1999 Report No.: 9916374 Report Date
06/28/1999
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
SLUMP
ASTM C -172
LOAD
ASTM C -39
CONCRETE CLASS: 163
PLACEMENT DATE: 06/15/1999 BATCH TIME: 3:59am
TIME SAMPLED: 4:50am BY: Eric Garcia
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F) - AIR 72 F CONCRETE: 82 F
TRUCK NO: 955 TICKET NO: 7072477
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See attached sketch
SAMPLE LOCATION:
See attached sketch
REPORT OF TESTS
ACCUMULATIVE YARDS: 60
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE AGE
LOAD
STRENGTH FRACTURE
SET NO.
(inches)
TESTED (days)
(Ibs force)
(psi) TYPE
1 1
6.00
06/22/1999 7
81300
2870
1 2
6.00
06/22/1999 7
84770
3000
Average
2940
1 3
6.00
07/13/1999 28
1 4
6.00
07/13/1999 28
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.
®1TM Page 1 of 5
CONCRETE COMPRESSIVE STRENGTH TEST fBC
T - 1 11 INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /15/1999 Report No.: 9916374 Report Date
06/28/1999
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:
30W psi @ 28 Days
SLUMP:
4.0 -6.0"
AIR:
N/A
TEST METHOD:
ASTM C -143
SET NO.
ASTM C -172
TESTED (days)
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 (I) - AIR 72 F CONCRETE: 84 F
TRUCK NO: 959 TICKET NO: 7072490
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page 1
'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 2 of 5
REPORT OF TESTS
ACCUMULATIVE YARDS: 170
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE AGE
LOAD
STRENGTH FRACTURE
SET NO.
(inches)
TESTED (days)
(Ibs. force)
(psi) TYPE
2 1
6.50
06/22/1999 7
83670
2960
2 2
6.50
06/22/1999 7
86850
3070
Average
3020
2 3
6.50
07/13/1999 28
2 4
6.50
07/13/1999 28
'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 2 of 5
CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENCINEERINC, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /15/1999 Report No.: 9916374 Report Date
06/28/1999
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:
30W psi @ 28 Days
SLUMP:
4.0 -6.0"
AIR:
N/A
TEST METHOD:
ASTM C -143
5.25
ASTM C -172
105900
ASTM C -39
SAMPLE LOCATION: See page 1
CYLINDER
MARKED
SET NO.
3 1
3 2
3 3
3 4
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
ACCUMULATIVE YARDS: 250
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3870
3740
3810
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.
81TM Page 3 of 5
REPORT OF TESTS
MEASURED
MAX MUM
SLUMP
DATE AGE
LOAD
(inches)
TESTED (days)
(Ibs. force)
5.25
06/22/1999 7
109400
5.25
06/22/1999 7
105900
Average
5.25
07/13/1999 28
5.25
07/13/1999 28
ACCUMULATIVE YARDS: 250
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3870
3740
3810
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.
81TM Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TEST fBC
T" IF [2M, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /15/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Moms
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
CONCRETE CLASS: 163
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
TESTMETHOD:
ASTM C -143
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See page 1
Report No.: 9916374 Report Date
06/28/1999
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
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 (pcf): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
4 1
4 2
4
4
3
4
MEASURED
SLUMP
(inches)
11
W"11
II
11
DATE AGE
TESTED (days)
06/22/1999
06/22/1999
07/13/1999
07/13/1999
ACCUMULATIVE YARDS: 360
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
7 110600
7 111870
Average
28
28
3910
3960
3940
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.
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
01TM Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /15/1999 Report No.: 9916374 Report Date
06/28/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Moms
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
MAXIMUM
AGE LOAD
(days) (lbs.force)
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 REQUIREMENT'S
STRENGTH:
3000 psi @ 28 Days
SLUMP:
4.0 -6.0"
AIR:
N/A
TEST METHOD:
ASTM C -143
5 3
ASTM C -172
07/13/1999
ASTM C -39
SAMPLE LOCATION: See page 1
REPORT OF TESTS
CYLINDER
MEASURED
MARKED
SLUMP
DATE
SET NO.
(inches)
TESTED
5 1
4.75
06/22/1999
5 2
4.75
06/22/1999
5 3
4.75
07/13/1999
5 4
4.75
07/13/1999
Technician: Eric Garcia
Report Distribution:
(1) Ewing Properties, Inc.
(1) S.0 Companies
(1) Tom Thumb Storrs Division
(1) Michael F. Twichell, Inc.
CONCRETE CLASS: 163
PLACEMENT DATE: 06 /15/1999 BATCH TIME: 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 (pcf): N/A
PLACEMENT LOCATION:
See page 1
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
ACCUMULATIVE YARDS: 440
COMPRESSIVE
STRENGTH
(Psi)
7 114670
7 121810
Average
28
28
Started: 3:00am
(1) Raymond L. Goodson, Jr. Engrs.
(1) Hill & Wilkinson, Inc.
(1) City of Coppell - Engr. Dept.
Finished: 1:30pm
4060
4310
4190
FRACTURE
TYPE
1W gineering, 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.
01TM Page 5 of 5
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