Freeport NIP(8.0)-LR041007RoneEn
Client:
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, St¢. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 219600
Project No.: 049245
Date of Service: 09/29/2004
Report Date: 10/07/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
5"-7"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DES1GN I.D.: 9337
PLACEMENT DATE: 09/29/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:20alI1 BATCHTIME: NA
TEMPERATURE (F) - AIR 74 g CONCRETE: 85 F
TRUCK~O: 931 T1CKZT NO: 700899
AIR CONTENT (%): NA UNIT WEIGHT (pcl): NA
OVEIL~LL PLACEMENT LOCATION:
Piers: see repor~ #219599
MEASURED
SLUMP
(inches)
5.25
SAMPLE LOCATION:
REPORT OF TESTS
.... x 12"
Concrete Compressive Cyhnder 6
A-5.6/A-5.1, Building 11
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 10/06/2004
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (inches) (sq.in.) (lbs. force)
7 6.00 28.26 89830
1 2 10/27/2004
1 3 10/27/2004
28 0.00 0.00
28 0.00 0.00
1 4 Hold
Water added at site: 10 gallons
COMPRESSIVE
STRENGTH FIL%CTURE
(psi) TYPE
31 $0 Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared b~ed 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 s)~len;tobfe2reproduced except in full without the wrFaen approval of Rone Engineers, Ltd.
Ro ineers
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
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Services:
Report No.: 219600
Project No.: 049245
Date of Service: 09/29/2004
Report Date: 10/07/2004
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
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
S000 psi ~ 28 Days
5" - 7"
NA
ASTM C- 172
ASTM C-31
ASTM C-143
^STM C-231
^STM C-1064
^STM C-1231
ASTM C-39
MlX DESIGN I.D.: 9337
PLACEMENT DATE: 09/29/2004
WEATHER CONDITIONS: Clea~
TIME SAMPLED: 5:00pm BATCH TIME: NA
TEMPERATURE (F) - AIR 82 F CONCRETE: 87 F
TRUCKNO: 1082 TICKET NO: 802950
AIR CONTENT (%): NA UNITWEIGHT(pcf}: NA
OVERALL PLACEMENT LOCATION:
Piers: See report #219599
SLUMP
(inches)
6.0
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
AA-9/BB-9 Building 12
CYLENDER
MARKED DATE
SET NO. TESTED
2 1 10/06/2004
2 2 10/27/2004
2 3 10/27/2004
2 4 Hold
AGE DIAMETER AREA
(days) (inches) (sq.in.)
7 6.00 28.26
28 0.00 0.00
28 0.00 0.00
See report %219599 for techncian time.
Water added at site: 10 gallons
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
107530 3800 Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We ~ssume no responsibility for variation in quality
(composition, appearance, performance, etc) or any other feature of simila~ 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 wrirten approval of Rone Engineers, Ltd
nT~c Page 2 of 2
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(I) Extranet
(1) City of Coppell
(1) City of Coppell
Started:
Finished:
CMT Operations Manager
'neers
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
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 219600
Project No.: 049245
Date of Service: 09/29/2004
Report Date: 10/07/2004
Project: Freepor~ XI & XII
Coppell, Texas
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: 8outherll Star
PLANT: 27
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MEASURED
MIX DESIGN I.D.: 9337
pLACEMENT DATE: 09/29/2004
WEATHER CONDITIONS: Cleat
TIME SAMPLED: 10:20alll BATCH TIME: NA
TEMPERATURE (F) - AIR 74 E CONCRETE: 85 F
TRUCKNO: 93 1 TICKET NO: 700899
AIR CONTENT (%): NA UN1TWEIGHT(pc0: NA
OVERALL PLACEMENT LOCATION:
Piers: see report #219599
SLUMP
(inches)
5.25
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
A-5.6/A-5.1, Building 11
MAXIMUM COMPRESSIVE
CYLINDER FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 10/06/2004 7 6.00 28.26 89830 3180 Unbonded Cap
10/27/2004 28 0.00 0.00 Unbonded Cap
10/27/2004 28 0.00 0.00 Unbonded Cap
1 4 Hold
Water added at site: 10 gallons
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 mat~er provided by persons or conditions over which we have no conttol. Our letters and
reporis 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
01HG Page 1 of 2
RoneEq ineers
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
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Services:
Report No.: 219600
Project No.: 049245
Date of Service: 09/29/2004
Report Date: 10/07/2004
Obtain samples of flesh concrete at the placement locations, perform required field testing, cast compressive strenglh samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southerll Star
PLANT: 27
SPECIFICATION REQUIREMENTS
3000 psi @ 28 Days
5"-7"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C- 1231
ASTM C-39
MIX DESIGN LO.: 9337
PLACEMENT DATE: 09/29/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:00pm BATCHTIME: NA
TEMPERATURE (F) - AIR 82 F CONCRETE: 87 F
TRUCK NO: 1082 TICKET NO: 802950
AIR CONTENT (%): NA UNIT WEIGHT (pcl): NA
OVERALL PLACEMENT LOCATION:
Piers: See report #219599
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
AA-9/BB-9 Building 12
SLUMP
(inches)
6.0
MA~2IMUM COMPRESSIVE
CYLINDER FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TY]?E
2 1 10/06/2004 7 6.00 28.26 107530 3800 Unbonded Cap
2 2 10/27/2004 28 0.00 0.00 Unbonded Cap
2 3 10/27/2004 28 0.00 0.00 Unbonded Cap
2 4 Hold
See report ~219599 for techncian time.
Water added at site: 10 gallons
LLM1TATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibiliW 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 clietus to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
Page 2 of 2
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(I) Extranet
( I ) CiW of Coppell
(1) City of Coppell
Started:
Finished:
CMT Operations Manager