Freeport NIP(7.0)-LR031104RoneEngineers
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: Hanson
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi 28 Days
SLUMP (in): 5" maximum
AIR 4% 6%
TEST METHOD: ASTM C-172
ASTM C -31
CYLINDER
MARKED
SET NO.
1
1 4
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
1 4.25 11/03/2003 7
2 4.25 11/24/2003 28
3 4.25 11/24/2003 28
4.25 12/22/2003 56
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN LD.: 7752
PLACEMENT DATE: 10/27/2003
WEATHER CONDFFIONS: Clear
TIME SAMPLED: 5:2Oam BATCH TIME: 4:41 am
TEMPERATURE (F) AIR 49 F CONCRETE: 78 F
TRUCK NO: 1015 TICKET NO: 76485
AIR CONTENT 5.1 UNIT WEIGHT (Pct): NA
OVERALL PLACEMENT LOCATION:
Paving 350' west, 350' north from southwest comer of building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE AGE
TESTED (days)
SAMPLE LOCATION: 120' north, 40' east from southwest
corner of paving
MAXIMUM
LOAD
(lbs. force)
113465
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:
COMPRESSIVE
STRENGTH
(psi)
197643
037333
10/27/2003
11/04/2003
FRACTURE
TYPE
4010 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.
OIDD Page 1 of 4
RoneEngineers
or
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
CYLINDER
MARKED
SET NO.
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.
2 1 4.75
Duke Realty Services, LP
Hanson
27
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi 28 Days
SLUMP (in): 5" maximum
AIR 4% 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)
2 2 4.75 11/24/2003
2 3 4.75 11/24/2003
2 4 4.75 12/22/2003 56
Water added at site: 5 gallons
11/03/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28 27 sq. in.)
DATE
TESTED
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:
197643
037333
10/27/2003
11/04/2003
MIX DESIGN LD.: 7752
PLACEMENT DATE: 10/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:1 Oam BATCH TIME: 6:4 I am
TEMPERATURE (F) AIR 51 F CONCRETE: 81 F
TRUCK NO: 1 883 TICKET NO: 76498
AIR CONTENT 5.4 UNIT WEIGHT (pci: NA
OVERALL PLACEMENT LOCATION:
Paving 350' west, 350' north from southwest corner of building
SAMPLE LOCATION: 115' north, 50' west from southeast
comer of paving
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
108840
COMPRESSIVE
STRENGTH
(Psl)
FRACTURE
TYPE
3850 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.
OIDD Page 2 of 4
RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
Duke Realty Services, LP
Hanson
27
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi 28 Days
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5" maximum
4% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP DATE
(inches) TESTED
3 1 4.5 11/03/2003
3 2 4.5 11/24/2003
3 3 4.5 11/24/2003
3 4 4.5 12/22/2003
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rotbway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
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.
PROJECT DATA
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN LD.: 7752
PLACEMENT DATE: 10/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:O5am BATCH TIME: 7:35am
TEMPERATURE (F) AIR 61 F CONCRETE: 81 F
TRUCK NO: 30
AIR CONTENT 5.4
OVERALL PLACEMENT LOCATION:
Paving 350' west, 350' north from southwest comer of building
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
97125
Report No.:
Project No.:
Date of Service:
Report Date:
197643
037333
10/27/2003
11/04/2003
TICKET NO: 76505
UNIT WEIGHT (pep: NA
40' west, 10' south from northeast
comer of paving
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
3430 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 4
RoneEngineers
is
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: Hanson
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi 28 Days
SLUMP (in): 5" maximum
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
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.
4% 6% AIR CONTENT 5.8 UNJT WEIGHT (pcf): NA
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
4 1 5.0
4 2 5.0
4 3 5.0
4 4 5.0
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(I) City of Coppell Engineering Dept.
(I) Potter Concrete
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
11/03/2003
11/24/2003
11/24/2003
12/22/2003
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Started: 4:30am
AGE
(da
28
56
(I) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
OVERALL PLACEMENT LOCATION:
Paving 350' west, 350' north from southwest comer of building
Finished: 12:30pm
MAXIMUM
LOAD
(Ibs. force)
96210
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:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/27/2003
WEATHER CONDIFIONS: Clear
TIME SAMPLED: 10:25 am BATCH TIME: 9:3 5 am
TEMPERATURE (F) AIR 73 F CONCRETE: 86 F
TRUCK NO: 1850 TICKET NO: 76522
SAMPLE LOCATION: 80' west, 40' north from southeast
corner of paving
COMPRESSIVE
STRENGTH
(ps
197643
037333
10/27/2003
11/04/2003
K. colt Watson,
CMT Operations Manager
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.
OIDD Page 4 of 4