Freeport NIP(7.0)-LR030804RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (In):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1
1
1
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
MEASURED
SLUMP
(inches)
1 4.5
2 4.5
3 4.5
1 4 4.5
4000 psi 28 Days
5" maximum
3% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: 15' west, 10' north, southeast
comer
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
07/31/2003
08/21/2003
08/21/2003
09/18/2003
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
191316
037333
07/24/2003
08/04/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7 :25am BATCH TIME: 7 :09am
TEMPERATURE (F) AIR 80 F CONCRETE: 86 F
TRUCK NO: 110 TICKET NO: 117515
AIR CONTENT 3.7 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
South half of south parking lot, Building Column Line MM to NN
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
103180
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3650 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DD Page 1 of 6
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
4000 psi 28 Days
5" maximum
3 -6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
2 1 5.0
2 2 5.0
2 3 5.0
2 4 5.0
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
07/31/2003
08/21/2003
08/21/2003
09/18/2003
PROJECT DATA
REPORT OF TESTS
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
89570
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
191316
037333
07/24/2003
08/04/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:50am BATCH TIME: 8 :35am
TEMPERATURE (F) AIR 84 F CONCRETE: 86 F
TRUCK NO: 108 TICKET NO: 117531
AIR CONTENT 3.7 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
South half of north parking lot, Building Column Line Z to LL
SAMPLE LOCATION: 10' east, 10' north of southwest
corner
COMPRESSIVE
STRENGTH
(Pd)
FRACTURE
TYPE
3170. Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DD Page 2 of 6
RoneEngineers
A:LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CYLINDER
MARKED
SET NO.
3
3
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR 3% 6%
TEST METHOD: ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
DATE
TESTED
3 1 5.0 07/31/2003
5.0 08/21/2003
5.0 08/21/2003
3 4 5.0 09/18/2003
Water added at site: 5 gallons
PROJECT DATA
REPORT OP TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SAMPLE LOCATION: 75' east, 15' north of southwest
corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
84970
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:3Oam BATCH TIME: 9: 148111
TEMPERATURE (F) -AIR 86 F CONCRETE: 88 F
TRUCK NO: 102 TICKET NO: 117537
AIR CONTENT 4.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
South half of north parking lot, Building Column Line Z to LL
COMPRESSIVE
STRENGTH
(psi)
3000
191316
037333
07/24/2003
08/04/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DD Page 3 of 6
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(Inches)
4 1 4.5
4 2 4.5
4 3 4.5
4 4 4.5
4000 psi 28 Days
5" maximum
3 -6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
DATE
TESTED
07/31/2003
08/21/2003
08/21/2003
09/18/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. -in.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
92530
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
Report No.: 191316
Project No.: 037333
Date of Service: 07/24/2003
Report Date: 08/04/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:15am BATCH TIME: 9:53am
TEMPERATURE (F) AIR 86 F CONCRETE: 89 F
TRUCK NO: 102
AIR CONTENT 3.5
TICKET NO: 117545
UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
South half of north parking lot, Building Column Line Z to LL
SAMPLE LOCATION: 100' east, 10' south of northwest
corner
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3270 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DD Page 4of6
RoneEngineers
A LEIGH COMPAN Y
Client: Duke Realty Services, LP
Attn: Mr, Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
5 1 5.0
5 2 5.0
5 3 5.0
5 4 5.0
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
3 -6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
07/31/2003
08/21/2003
08/21/2003
09/18/2003
PROJECT DATA
REPORT OF TESTS
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:50am
TEMPERATURE (F) AIR 86
TRUCK NO: 108
AIR CONTENT 3.8
OVERALL PLACEMENT LOCATION:
South half of north parking lot, Building Column Line Z to LL
SAMPLE LOCATION: 150' east, 20' north of southwest
corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
84765
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
BATCH TIME: 10:32am
F CONCRETE: 89 F
TICKET NO: 117553
UNIT WEIGHT (pci): NA
COMPRESSIVE
STRENGTH
(psi)
3000
191316
037333
07/24/2003
08/04/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DD Page5of6
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (In):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
6 1 5.0
6 2 5.0
6 3 5.0
6 4 5.0
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
3 -6 %0
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
DATE
TESTED
07/31/2003
08/21/2003
08/21/2003
09/18/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN LD.: 7752
PLACEMENT DATE: 07/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11 :S0am BATCH TIME: 11:33am
TEMPERATURE (F) AIR 90 F CONCRETE: 90 F
TRUCK NO: 103 TICKET NO: 117564
AIR CONTENT 4.0 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
South half of north parking lot, Building Column Line Z to LL
SAMPLE LOCATION: 200' east, 10' south of northwest
corner
AGE
(days)
7
28
28
56
Started: 6:30am Finished: 2:30pm
MAXIMUM
LOAD
(ibs. force)
92595
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
COMPRESSIVE
STRENGTH
(pal)
191316
037333
07/24/2003
08/04/2003
FRACTURE
TYPE
3270 Unbonded Cap
K. Scott Watson, AET
CMT Operations Manager
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DD Page 6 of 6
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR: Duke Realty Services, LP
Test Methods: ASTM D 2922
ASTM D 3017
M/D No.
1
TEST
NO
Freeport 10
500 Freeport Parkway
Coppell, TX
Perform In -Place Density Test in accordance with ASTM Standards.
Dark Brown Clay
Description
TEST LOCATION
Backfill
1 Inside Building leaveout, Column Line A.3
at Line 12, final
Backfill
2 Inside Building leaveout, Column Line A.3
at Line 14, final
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, 12
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 32720
Test Mode: DT
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density pct
FIELD DENSITY TESTS
Started: 7:30am
PROBE
DEPTH
Test results on this report meet project specification.
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
19.5 104.5
M/D
No.
6" 1 23.1
6" 1 24.3
Finished: 1:00pm
IN -PLACE DENSITY TESTING
Previous: 660
Report No.: 191707
Project No.: 037333
Date of Service: 07/31/2003
Report Date: 08/04/2003
Standard Counts
Moisture Density
Current: 652
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
+3 and above
122.9
Current: 3064
Previous: 3074
Protect Requirements
Moisture Density
121.0 98.3
98.9
K. Scott Watson, AET
CMT Operations Manager
92 -96
MOISTURE WET DENSITY DRY DENSITY DENSITY
(pct) (pcO max)
94
95
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
07DD Page 1 of 1