Freeport NIP(7.0)-LR030826RoneEngineers
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: 3000 psi 28 Days
SLUMP (In): 5" maximum
AIR 3% 6%
TEST METHOD: ASTM C -172
ASTM C -31
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
1
MEASURED
SLUMP DATE
(Inches) TESTED
4.00 08/25/2003
4.00 09/15/2003
4.00 09/15/2003
4 4.00 10/13/2003 56
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.
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/18/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:25am BATCH TIME: 7:09am
TEMPERATURE (F) AIR 80 F CONCRETE: 88 F
TRUCK NO: 106 TICKET NO: 118035
AIR CONTENT 4.1 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
East light duty parking lot
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138 SAMPLE LOCATION: West half, 20' north of southeast
ASTM C -39 REPORT OF TESTS comer of building
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
98615
COMPRESSIVE
STRENGTH
(psi)
192739
037333
08/18/2003
08/26/2003
FRACTURE
TYPE
3490 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 3
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.
2 1
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.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER:. Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 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
2 2 4.00 09/15/2003
2 3 4.00 09/15/2003
2 4 4.00 10/13/2003
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MEASURED
SLUMP DATE
(inches) TESTED
4.00 08/25/2003
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:
192739
037333
08/18/2003
08/26/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 08/18/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:00am BATCH TIME: 8:42am
TEMPERATURE (F) AIR 84 F CONCRETE: 90 F
TRUCK NO: 1 10 TICKET NO: 118046
AIR CONTENT 3.6 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
East light duty parking lot
SAMPLE LOCATION: West half, 300' north of southeast
corner of building
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
114035
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
4030 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 3
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:
CONCRETE SUPPLIER•
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
3 1 4.00 08/25/2003
3 2
3 3
3 4
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.
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(I) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
Duke Realty Services, LP
Potter
On site
3000 psi 28 Days
5" maximum
3% 6% AIR CONTENT 4.7 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
East light duty parking lot
ASTM C -172
ASTM C -31
ASTM C -I43
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP DATE
(Inches) TESTED
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
4.00 09/15/2003
4.00 09/15/2003
4.00 10/13/2003
PROJECT DATA
REPORT OF TESTS
Started: 6:30am
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
SAMPLE LOCATION: East half, 75' south of northeast
corner of building
AGE
(days)
7
28
28
56
Finished: 3:30pm
MAXIMUM
LOAD
(lbs. force)
93060
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: 08/18/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11: l Oam BATCH TIME: 10:35am
TEMPERATURE (F) -AIR 88 F CONCRETE: 90 F
TRUCK NO: 104 TICKET NO: 118055
COMPRESSIVE
STRENGTH
(psi)
192739
037333
08/18/2003
08/26/2003
FRACTURE
TYPE
3290 Unbonded Cap
K. Scott atson, 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 Roue Engineers, Ltd.
O1DD Page 3 of 3