Freeport NIP(8.0)-LR050208Client:
ineers
Duke Realty Services, LP
Mr. Brian S~aley
5495 Belt Line Rd~, Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
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.: 227103
Project No.: 049245
Date of Service: 01/29/2005
Report Date: 02/08/2005
Services: Oblain samples of flesh 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:
co~axACrOm Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECI]ZiCATION REQUH~£MENTS
4000 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C~ 1231
ASTM C-39
PROJECT DATA
MIX DESIGN LO.: 7752
PI~a-CEMENT DATE: 01/29/2005
WEATHER commons: Cloudy
TIME SAMPLED: 8.' 15arfl BATCH TIME: 7155am
TEMPERATURE (El - AIR 49 g CONCRETE: 63
TaVCKNO: 923 TICKrTNO: 782295
AIR CONTENT (%): 4.8 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving, entryway lff north, 45' east f~om northeast comer of Build~ng
SAMPLE LOCATION: 25' east. 25' south from northe~t
REPORT OF TESTS co~.~r of Building 11
MEASURED
SLUMP
(inch~s)
5.25
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 02/05/2005 7 6.00 28.26 134300 ~ 4750 Unbonded Cap
1 2 02/26/2005 28 0.00 0.00 Unbonded Cap
1 3 02/26/2005 28 0.00 0.00 Unbonded Cap
1 4 Hold
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 major provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clienls to whom they are addressed and shall not be reproduced except in thll without the written approval of Rone Engineers, Ltd.
OISS Page I of 3
Rom
Client:
ineers
Duke Realty Services, LP
Mr. Brian Slraley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
CoppeIl, Texas
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.: 227103
Project No.: 049245
Date of Service: 01/29/2005
Report Date: 02/08/2005
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.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACrOR: Duke Construction
CONCRETE SUPPLIER: Southerll Star
PLA~T: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C- 1231
ASTM C-39
MIX DESIGN LD.: 7752
PLACEMENT DATE: 01/29/2005
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 9:30am BATCH TIME: 9:0511311
TEMPERATURE (F) - AIR 52 F CONCRETE: 65 F
MUCKNO: 1827 T~CRETNO: 782307
AIR CONTENT (%): 5.3 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving, entryway 10' north. 45' east from no,boost comer of Building 11
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
15' north, 20' east from northeast
comer of Building 11
MF~.SURED
SLUMP
(inches)
5.0
CYLINDER
MARI~ED DATE AGE
SET NO. TESTED (days)
2 1 02/05/2005 7
2 2 02/26/2005 28
2 3 02/26/2005 28
2 4 Hold
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH FRACTURE
(inches) (sq.in.) (lbs. force) (psi) TYPE
6.00 28.26 146470 5180 Unbonded Cap
0.00 0.00 Unbonded Cap
0.00 0.00 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
(compost on, 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.
01SS Page 2 of 3
Client:
Jneers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. t50, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 227103
Project No.: 049245
Date of Service: 01/29/2005
Report Date: 02/08/2005
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.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Stat
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
· ASTM C-1064
ASTM C- 1231
ASTM C-39
9.1.2
MIX DESIGN LD.: 7752
PLACEMENT DATE: 01/29/2005
WEATHER CONDmONS: Cloudy
TINIESAMPLED: 10:20am BATCHTEME: 9:55~T1
TEMPERATURE (F)- AIR 52 F CONCRETE: 66
· RUC~ NO: 1827 TICRET NO: 782315
AIR CONTENT (%): 5.1 UNITWE1GHT (~0: NA
OVERALL PLACEMENT LOCATION:
Paving en~3,way 10' north. 45~ east from no~hcas~ corner of Building
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
35' eas~ 95' north from northeast
comer of Building 11
MEASURED
SLUMP
(inches)
5.5
CYLINDER
MARKED DATE AGE DIAMETER
SET NO. TESTED (days) (inches)
3 1 02/05/2005 7 6.00
3 2 02/26/2005 28 0.00
3 3 02/26/2005 28 0.00
3 4 Hold
Technician: Jeremy Watts
Report Distribution:
(1) Duke Readty Services, LP
(1) Extranet
(1) City of Coppell
(1) City of Coppell
Started: 8:00arn
~ COMPRESSIVE
AREA LOAD STRENGTH
(sq.in.) (lbs. force) (psi)
28.26 113450 [ 4010
Unbonded Cap
0.00
0.00
Finished: l l:30am
Unbonded Cap
Unbonded Cap
K. Scott Watson, AET
CMT Operations Manager
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.
0ISS Page 3 of 3