Freeport NIP(8.0)-LR041124Client:
Project:
Services:
'neers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Freeport XI &X~
Coppell, Texa~
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.: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 11/24/2004
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
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECmCATION REQUIREMENTS
4000 psi ~ 28 Day~
5" maximum
3% - 5%
ASTM C-172
ASTM C-31 ,x~i
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 7752 SLUMP
PLACEMENT DATE: 11/13/2004 (inches)
WEATHER CONDITIONS: Clqg~ 4.75
TIME SAMP~: 5:02am -; ;' BATCH TIME: 4:304m
a,-,;[EMP~TURE (F)- 4~~ 49 F CONCRETE: 65 F
I tlk,~K NO: 182'j TICK~I~O~ 756579
· %~' AIR CONTENT {%): 3.8 ' UNi!~EIGItT(pcf}: NA
OyEiI[ALL pLACEMENT LOCATION:
, ' h 50' wide, m~d .L00~l~m southwest
Paving 25' from southwest comer. 420 gomg nort
~ ..~' corner, 500' going north, 50' w de
~,, S~MPLE LOCATION:
REPo~T OF TESTS
Concrete Compressive Cylin ~[ff' x 12"
95' from southwest comer going
north, 10' east on paving
MAXIMUM COMPRESSIVE
Cx~]~]{3ND ER STRENGTH FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 11/20/2004 7 6.00 28.26 ~ 4530 Unbonded Cap
1 2 12/11/2004 28 0.00 0.00 Unbonded Cap
1 3 12/11/2004 28 0.00 0.00 , Unbonded Cap
1 4 Hold 0~
LYMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibili~ for variation in qualiiy
re of sim ar subject matter provided by persons or conditions over which we have no control. Our letters and
(compos tion, appearance performance, e[c) or any other featu . .' .... ~ ......~-~oa ~xce*,t in fix without the written approval of Rone Engineers, Ltd.
Pa~,e I of ?
Client:
Ineers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
8908 Ambas*ador 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
Services:
Report No.: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 11/24/2004
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 SL~PPLIER: Southern Star
PLA2qT: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5" maximum
3%-5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
ex~ptgl2
MIX DESIGN I.D.: 7752 SLUMP
PLACEMENT DATE: 11/13/2004 (inches)
WEATHER CONDITIONS: Cloudy 5.0
TIME SAMPLED: 5:38am BATCHTIME: 5:00am
TEMPERATURE (F)- AIR 50 F CONCRETE: 65 F
TRUCK NO: 8 TICKET NO: 756587
AIR CONTENT (%): 3.9 UNITWE1GHT(pci~: NA
OVERALL PLACEMENT LOCATION:
Paving, 25' fi.om southwest comer, 420' going north 50' wide, and 1000' from southwest
comer, 500' going north, 50' wide
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
110' from southwest comer going
north, 25' east on paving
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
2 1 11/20/2004 7 6.00 28.26 129820 4590 Unbonded Cap
2 2 12/11/2004 28 0.00 0.00 Unbonded Cap
2 3 12/11/2004 28 0.00 0.00 Unbonded Cap
2 4 Hold
Water added at site:
10 gallons
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 manet provided by persons or conditions over which we have no conltol. Our letlers 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 Page2 of 7
RonE
Client:
ineers
Duke Realty Services, LP
Mr. Brian Straley
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, Houstom TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 11/24/2004
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
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
pLP~NT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
5" maximum
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
A STM C- 1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 7752 SLUMP
PLACEMENT DATE: 1 1/13/2004 (inches)
WEATHER CONDITIONS: Cloudy 5.5
TIME SAMPLED: 6:17am BATCHTIME: 5:59ali1
TEMPERATURE (F)-AIR 50 F CONCRETE: 63 E
TRUCK NO: 93 1 TICKET NO: 756600
AIR CONTENT (%): 4.1 UNITWEIGHT(pc0: NA
OVERALL PLACEMENT LOCATION:
Paving, 25' from southwest comer, 420' going north 50' wide, and 1000' from southwest
comer, 500' going north, 50' wide
SAMPLE LOCATION:
REPORT OF TESTS
215' from southwest comer going
north, 20' east on paving
Concrete Compress'ye Cylinder 6' x 12"
CYLENDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
3 1 11/20/2004 7 6.00 28.26 122540 4330 Unbonded Cap
3 2 12/11/2004 28 0.00 0.00 Unbonded Cap
3 3 12/11/2004 28 0.00 0.00 Unbonded Cap
3 3 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 matter provided by persons or conditions over which we have no control. Our letrers 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 3 of 7
Rom
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 & XI1
Coppell, Texas
Services:
Report No.: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 11/24/2004
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.
PROJECTDATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5" maximum
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 7752 SLUMP
PLACEMENT DATE: ] 1/13/2004 (inches)
WEATHER CONDITIONS: Cloudy 6.5
TIME SAMPLED: 7:44am BATCHTIME: 7:02am
TEM/'ERATURE (F)- AIR 5 1 F CONCRETE: 67 F
TRUCK NO: 1015 TICKET NO: 756609
AIR CONTENT (%): 4.1 UNITWE1GHT(pcl): NA
OVERALL PLACEMENT LOCATION:
Paving, 25' from southwest comer, 420' going north 50' wide, and 1000' from southwest
comer, 500' going north, 50' wide
SAMPLE LOCATION:
REPORT OF TESTS
320' from southwest comer going
north, 32' east on paving
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED
MAXIMUM COMPRESSIVE
DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
4 I 11/20/2004 7 6.00 28.26 121640 4300 Unbonded Cap
4 2 12/11/2004 28 0.00 0.00 Unbonded Cap
4 3 12/11/2004 28 0.00 0.00 Unbonded Cap
4 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 matter provided by persons or conditions over which we have no control. Our letters 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 written approval of Rone Engineers, Ltd
Pace 4 of 7
RoneEr ine ers
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.: 222867
Project No.: 049245
Date of Service: 1 I/I3/2004
Report Date: 11/24/2004
Project: Freeport X1 & 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.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
5" maximum
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 7752 SLUMP
PLACEMENT DATE: 11/13/2004 (inches)
WEATHER CONDITIONS: Cloudy 6.0
TIME SAMPLED: 8:19am BATCH TIME: 8:10aln
TEMPERATURE (F) - AIR 51 F CONCRETE: 66 v
TRUCK NO: 648 TICKET NO: 756618
AIR CONTENT (%): 3.9 UNITWEIGHT(pcl): NA
OVERALL PLACEMENT LOCATION:
Paving, 25' fxom southwest comer, 420' going north 50' wide, and 1000' from southwest
comer, 500' going north, 50' wide
SAMPLE LOCATION:
REPORT OF TESTS
30' from southwest comer of#2
placement going 20' east on paving
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.im) (lbs. force) (psi) TYPE
5 1 11/20/2004 7 6.00 28.26 116320 4110 Unbonded Cap
5 2 12/11/2004 28 0.00 0.00 Unbonded Cap
5 3 12/11/2004 28 0.00 0.00 Unbonded Cap
5 4 Hold
Water added at site: 5 gallons
LIMITATIONS: The test resulls presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, ere) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters 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 written approval of Rone Engineers, Ltd.
Pa~e5 of 7
Client:
Duke Realty Services, LP
Mr. Brian Slraley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: FreeportXI& XII
Coppell, Texas
:rs
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
Services:
Report No.: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 11/24/2004
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:
CONIRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
5" maximum
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 7752 SLUMe
PLACEMENT DATE: 11/13/2004 (inches)
WEATHER CONDITIONS: Cloudy 5.75
TIME SAMPLED: 9:31am BATCHTIME: 8:50altl
TEMPERATURE (F)- AIR 51 F CONCRETE: 65 F
TRUCK NO: 837 TICKET NO: 608407
AIR CONTENT (%): 3.9 UNITWEIGHT(pc0: NA
OVERALL PLACEMENT LOCATION:
Paving, 25' from southwest comer, 420' going north 50' wide, and 1000' from southwest
comer, 500' going north, 50' wide
SAMPLE LOCATION:
REPORT OF TESTS
100' fi.om southwest comer of #2
placement go'rig 10 east on paving
Concrete Compress've Cylinder 6' x 12"
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH FRACTURE
(inches) (sq.in.) (lbs. force) (psi) TYPE
6 1 11/20/2004
6 2 12/11/2004
6 3 12/11/2004
6 4 Hold
Water added at site: 10 gallons
7 6.00 28.26 112910 3990 Unbonded Cap
28 0.00 0.00 Unbonded Cap
28 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
(composition, appearance, performance, etc.) or any other feature of similar subject maller provided by persons or conditions over which we have no control. Our le~ers 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.
Pave 6 of 7
Client:
lineers
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 %Vorth~ TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Services:
Report No.: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 11/24/2004
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
4000 psi ~ 28 Days
5" maximum
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
REPORT
MIXDESIGN I.D.: 7752 SLUMP
PLACEMENT DATE: 11/13/2004 (inches)
WEAmER CONmTIONS: Cloudy 6.25
TIME SAMPLED: 10:17am BATCHT1ME: 9:37am
TEMPERATURE (F) - Am 52 F CONCRETE: 64 F
TRUCK NO: 1883 TICKET NO: 756633
AIR CONTENT (%): 4.0 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving, 25' fi.om southwest comer, 420' going north 50' wide, and 1000' fi.om southwest
comer, 500' going north, 50' wide
SAMPLE LOCATION:
OF TESTS
210' from southwest comer of#2
placement, going 30' east on paving
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER
SET NO. TESTED (days) (inches)
7 1 11/20/2004 7
7 2 12/11/2004 28
7 3 12/11/2004 28
7 4 Hold
Water added at site: lO gallons
Technician: Kent Reiser
Report Distribution:
(1) Duke Realty Services, LP
( 1 ) Extranet
(1) City of Coppell
(1) City of Coppell
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
6.00 28.26 111550 3940 Unbonded Cap
0.00 0.00 Unbonded Cap
0.00 0.00 Unbonded Cap
Started: 3:30am
Finished: 10:30am
Scott ¥
arson, AET
CMT Operations Manager
LI~dTATIONS: The test results presented herein were prepared b~sed 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 mal~er 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.
n~q Page 7 of 7
gc
Client:
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
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 222866
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 11/24/2004
Proiect:
Freeport XI & XII
Coppell, Texas
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.
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: SouthelTl Star
PL~T: NA
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 3" - 5"
AIR ('/.): NA
TEST METHOD: ASTM C-172
ASTM C-31 ~x~
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: NA
PLACEMENT DATE: 11/13/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: ll:45am BATCHTIME: NA
TEMPERATURE (F) - AIR 54 F CONCRETE: 68 F
TRUCKNO: NA TICKET NO: NA
AIRCONTENT(%): 2.3 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Tilt wall panels 14, 18, and 20
MEASURED
SLUMP
(inches)
4.75
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Panel 18
CYLENDER
MARKED DATE
SET NO. TESTED
1 1 11/20/2004
1 2 12/11/2004
1 3 12/11/2004
1 4 Hold
Technician: Kent Reiser
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(1) City of Coppell
(1) CiW of Coppall
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LO~D STRENGTH
(days) (inches) (sq.in.) (lbs. force) (psi)
7 6.00 28.26
28 0.00 0.00
28 0.00 0.00
Started: 1 l:00am
FRACTURE
TYPE
141570 5010
Unbonded Cap
Unbonded Cap
Unbonded Cap
Finished: 12:45pm
K. Scott Watson, AET
CMT Operations Manager
LlYAITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
other feature of similar subject matter prov ded by persons or conditions over which we have no control. Our letters and
(composition, appearance, performance, etc.) or any ...... ~ ~a ...... * in full without the written approval of Rone Engineers, Ltd
reports are for the exclusive use of the clients to whom they are addressea aha snml not oe reprouu~u ,x~p, Page I of I