Freeport NIP(8.0)-LR050117Client:
neers
Duke Realty Services, LP
Mr. Brian Styaley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, For~ Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Services:
Report No.: 224828
Project No.: 049245
Date of Service: 12/18/2004
Report Date: 01/17/2005
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):
Am (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 5"
4% - 6%
ASTM C-172
ASTM C-31
ASIM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
except 912
MIX DESIGN LD.: 7752
PLACEMENT DATE: 12/18/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 7:30am BATCH TIME: 6:40am
TEMPERATURE (F) ~ AIR 36 F CONCRETE: 60 F
TRUCKNO: 648 TICI~TNO: 761867
AIR CONTENT (%): 6.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
See below
SAMPLE LOCATION:
REPORT OF TESTS
10' north from southeast corner,
section south of machine pad
Concrete Compressive Cylinder 6" x 12"
SLUMP
(inches)
5.0
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 12/25/2004
1 2 01/15/2005
1 3 01/15/2005
1 4 Hold
Placement location:
side lot, east half,
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (inches) (sq.in.) (lbs. ~rce)
7 6.00 28.26 108880
28 6.00 28.26 133200
28 6.00 28.26 132640
Average
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3850 Unbonded Cap
4710 Unbonded Cap
4690 Unbonded Cap
4700
Paving, northwest dock floors and walls: Building XI, west
north and south of machine room pad; 2' by 95' section west
LlivlITAT1ONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appeaxance, performance, ere) or any other feature of similar subject manet provided by persons or conditions over which we have no control. Our leners 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 wriaen approval of Rone Engineers, Ltd.
01SS Page ! of 10
Report No.: 224828 RoneEngineers
Project No.: 049245 Client: Duke Realty Services, LP l~lll
edge of machine pad; northwest dock door; floors 1 and 2 south from northwest
corner of Building XI; doc door walls 3 and 4 south from northwest corner of
Building XI.
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 responsibilit~ 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 f~l] without the written approval of Rone Engineers, Ltd.
01SS Page 2 of 10
Rc ineers
Client:
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. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 224828
Project No.: 049245
Date of Service: 12/18/2004
Report Date: 01/17/2005
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:
SLUIVlP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SEqaPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3"- 5"
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MLX DESIGN I.D.: 7752
PLACEMENT DATE: 12/18/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 8:lSam BATCHTIME: 7:45am
TEMPERATURE (F)- AIR 36 F CONCRETE: 59 F
TRUCK NO: 1883 TlCKET NO: 761873
AIR CONTENT (%): 6.0 UNITWEIGHT(pel): NA
OVERALL PLACEMENT LOCATION:
See below
SAMPLE LOCATION:
REPORT OF TESTS
70' south, 20' east from northwest
comer, south of machine pad
MEASURED
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED
SET NO.
DATE AGE DIAMETER
TESTED (days) (inches)
M,~XIMUM COMPRESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
2 1 12/25/2004 7 6.00 28.26
116180 4110 Unbonded Cap
2 2 01/15/2005 28 6.00 28.26
2 3 01/15/2005 28 6.00 28.26
142930 5050 Unbonded Cap
138910 4910 Unbonded Cap
Average 4980
2 4 Hold
Placement location: Paving, northwest dock floors and walls:
Building XI, west
side lot, east half, north and south of machine room pad; 2' by 95' section west
LhMITATIONS: 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 mailer provided by persons or conditions over which we have no ¢onltol Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in f~ll without the written approval of Rone Engineers, Ltd.
01SS Page 3 of 10
Report No.: 224828
Project No.: 049245 Client: Duke Realty Services, LP
edge of machine pad; northwest dock door; floors 1 and 2 south from northwest
corner of Building XI; doc door walls 3 and 4 south from northwest corner of
Building XI.
Water added at site: 5 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for v~fiation 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 m whom they are addressed and shall not be reproduced except in fulI without the written approval of Rone Engineers, Ltd.
01SS Page 4 of 10
Client:
ineers
Duke Realty Services, LP
Mr. Brian Slraley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XI1
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.: 224828
Project No.: 049245
Date of Service: 12/18/2004
Report Date: 01/17/2005
Obtain samples of fi-esh 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: Southerll Star
PLANT: 27
SPECIFICATION REQUIREMENIS
4000 psi ~ 28 Days
3"- 5"
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 12/18/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9:15am BATCHTIME: 8:48am
TEMPERATURE (F) - AIR 43 E CONCRETE: 63 E
TRUCK NO: 1827 TIC~;~T NO: 761802
AIR CONTENT (%): 5.8 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
See below
SAMPLE LOCATION: 10' south, 15' east fi-om nor[hwest
REPORT OF TESTS co~ner, south of machine pad
MEASURED
SLUMP
(inches)
4.75
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE
SET NO. TESTED
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH FRACTURE
(days) (inches) (sq.in.) (lbs. force) (psi) TYPE
3 1 12/25/2004
3 2 01/15/2005
3 3 01/15/2005
3 4 Hold
Placement location:
7 6.00 28.26 127620 4510 Unbonded Cap
28 6.00 28.26 146920 5200 Unbonded Cap
28 6.00 28.26 157300 5560 Unbonded Cap
Average 5380
Paving, northwest dock floors and walls: Building XI, west
side lot, east half, north and south of machine room pad; 2' by 95' section west
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 m whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01SS Page 5 of I0
Report No.: 224828
Project No.: 049245 Client: Duke Realty Services, LP
edge of machine pad; northwest dock door; floors 1 and 2 south from northwest
corner of Building XI; doc door walls 3 and 4 south from northwest corner of
Building XI.
Water added at site: 5 gallons
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 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 wri~en approval of Rone Engineers, Ltd.
01SS Page 6 of 10
Client:
ineers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
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
Project: Freeport XI & XII
Coppell, Texas
Report No.: 224828
Project No.: 049245
Date of Service: 12/18/2004
Report Date: 01/17/2005
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:
CONTILs, CTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 5"
4% - 6%
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 12/18/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 10:20am BATCHTIME: 9:54am
TEMPERATURE (F) - AIR NAv CONCRETE: 66
TRUCK NO: 1815 TICKET NO: 761891
AIR CONTENT (%): 5.9 UNITWE1GHT(pc0: NA
OVERALL PLACEMENT LOCATION:
See below
SAMPLE LOCATION:
REPORT OF TESTS
50' north, 30' east fi.om southwest
comer, north of machine pad
MEASURED
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE D1AMETER
SET NO. TESTED (days) (inches)
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH
(sq.in.) (lbs. force) (psi)
FRACTURE
TYPE
4 1 12/25/2004 7 6.00 28.26
4 2 01/15/2005 28 6.00 28.26
4 3 01/I5/2005 28 6.00 28.26
104330 3690
124700 4410
128330 4540
Average 4480
4 4 Hold
Placement location:
side lot, east half, north and south of machine room pad; 2' by 95'
Paving, northwest dock floors and walls: Building XI, west
section west
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared b~sed upon the specific samples provided for testing. We ~ssume 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 ~itten approval of Rone Engineers, Ltd.
01SS Page 7 of 10
Report No.: 224828
Project No.: 049245 Client: Duke Realty Services, LP
edge of machine pad; northwest dock door; floors 1 and 2 south from northwest
corner of Building XI; doc door walls 3 and 4 south from northwest corner of
Building XI.
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 flail without the wri~en approval of Rone Engineers, Ltd.
01SS Page 8 of 10
Client:
neers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Services:
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.: 224828
Project No.: 049245
Date of Service: 12/18/2004
Report Date: 01/17/2005
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:
CONTILS, CTOR: Duke Construction
CONCRETE SUPPLIER: SoutheFll Star
PLAINT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3"-5"
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 12/18/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: ll:45am BATCHTIME: ll:05am
TEMPERATURE (F)-AIR 55 F CONCRETE: 65 F
TRUC~; NO: 1097 YlOr~X NO: 761899
AIRCONTENT(%): 5.9 UNIT WEIGHT (pc0: NA
OVEIL~.LL PLACEMENT LOCATION:
See below
SAMPLE LOCATION: 20' south, I 0' east from northwest
REPORT OF TESTS comer, north &machine pad
MEASURED
SLUMP
(inches)
5.0
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
5 1 12/25/2004 7 6.00 28.26 127980 4530 Unbonded Cap
5 2 01/15/2005 28 6.00 28.26 157980 5590 Unbonded Cap
5 3 01/15/2005 28 6.00 28.26 151420 5350 Unbonded Cap
Average 5470
5 4 Hold
Placement location: Paving, northwest dock floors and walls: Building XI, west
side lot, east half, north and south of machine room pad; 2' by 95' section west
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 leaers and
reports are for the exclusive use of the clients to whom they ave addressed and shall not be reproduced except in ~all without the written approval of Rone Engineers,
01SS Page 9 of 10
Report No.: 224828
Project No.: 049245 Client: Duke Realty Services, LP
edge of machine pad; northwest dock door; floors 1 and 2 south from northwest
corner of Building XI; doc door walls 3 and 4 south from northwest corner of
Building XI.
Water added at site:
Technician: Nathan Witherell
Report Distribution:
(1) Duke Realty Services, LP
(1) Ext~anet
(1) City of Coppell
(1) City of Coppell
10 gallons
Started: 6:30am
Finished: 12:45pm
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 letlers and
repons are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wrinen approval of Rone Engineers, Ltd.
015S Page 10 of 10