Freeport NIP(8.0)-LR041228ineers
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:
Project:
Services:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Freeport XI & XII
Coppell, Texas
Report No.: 224828
Project No.: 049245
Date of Service: 12/18/2004
Report Date: 12/28/2004
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
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
Y' - 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 l.O.: 7752
PLACEMENTDATE: 12/18/2004
WEATHER CONDITIONS: Partly cloudy.
TIMESAMPLED: 7:30am BATCHT1ME: 6:40am
TEMPERATURE (F) - AIR 36 E CONCRETE: 60 F
TRUCK NO: 648 TICKET NO: 761867
AIR CONTENT (%): 6.0 UNITWEIGHT(pcf}: NA
OVERALL PLACEMENT LOCATION:
See below
SAMPLE LOCATION:
REPORT OF TESTS
10' north from southeast comer,
section south of machine pad
MEASURED
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
1 1 12/25/2004 7 6.00 28.26
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
108880
3850 Unbonded Cap
1 2 01/15/2005 28 0.00 0.00
1 3 01/15/2005 28 0.00 0.00
Unbonded Cap
Unbonded Cap
1 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
edge of machine pad; northwest dock door; floors 1 and 2 south from northwest
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
repotts 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
01SS Page 1 of 10
Report No.: 224828
Project No.: 049245 Client: Duke Realty Services, LP
corner of Building XI;
Building XI.
Water added at site:
doc door walls 3 and 4 south from northwest corner of
10 gallons
LIMYfATIONS: 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.
01SS Page 2 of 10
: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:
Project:
Services:
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
Duke Realty Services, LP Report No.:
Mr. Brian Straley Project No.:
5495 Belt Line Rd., Ste 360 Date of Service:
Dallas TX 752>~ Report Date:
Freeport ~,~---- i~//i~~
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOR:
CONCRETE SUPPLIER: SouthelTl Star
PLANT: 27
SPECIFICATION REQUIREMENTS
5000 psi ~ 28 Days
3" - 5"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
224631
049245
12/16~004
12/28~004
strength samples and bring
Duke Construction ~'~ ~,', M~ D~IGN I.D.: 9385
/ !1 e~gA~,ENTDATE: 12/16/2004
o iR ,o s: c oua
~~sm~m 4:10m BATCHTmE: 3:40m
~ ~E~(F)-Am 38 F CONCRETE: 52 F
~K THuc~ No: 648 T~C~T NO: 761726
Am co~E~ (%): NA ~IT WEIGHT (per: NA
O~LL P~CEMENT LOCATION:
Paving machine ~a pad west side of Building ~
MEASURED
SLUMP
(inches)
3.5
SAMPLE LOCATION:
REPORT OF TESTS
5' north, 10' east from southwest
comer
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED
SET NO.
MAXIMUM
DATE AGE DIAMETER AREA LOAD
TESTED (days) (inches) (sqdn.) (lbs. force)
COMPRESSIVE
STRENGTH FRACTURE
d Cap
V ~ Unbonded Cap
/~'~ Unbonded Cap
I 1 12/23/2004
1 2 01/13/2005
1 3 01/13/2005
1 4 Hold
Water added at site:
7 6.00 28.26 162350
28 0.00 0.00
28 0.00 0.00
lO gallons
LIMITATIONS: The lest results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualiiy
(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 ball without the written approval of Rone Engineers, Ltd.
01SS Page 1 of 2
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
Report No.: 22463 I
Project No.: 049245
Date of Service: 12/16/2004
Report Date: 12/28/2004
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
SPECIFICATION REQUIREMENTS
5000 psi ~ 28 Days
NA
ASTM C-172
A STM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 9385
PLACEMENT DATE: 12/16/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 5:lSam BATCHTIME: 4:57am
TEMPERATURE (F) - AIR 40 F CONCRETE: 53 F
TRUCK NO: 648 TICKET NO: 761735
AIR CONTENT (%): NA UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving, machine area pad west side of Building X~
SAMPLE LOCATION:
REPORT OF TESTS
50' south, 30' east bom northwest
MEASURED
SLUMP
(inches)
4.5
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED
SET NO.
2 1
DATE AGE DIAMETER
TESTED (days) (inches)
12/23/2004 7 6.00
2 2
2 3
01/13/2005 28 0.00
01/13/2005 28 0.00
2 4 Hold
Water added at site: 10 gallons
Technician: Nathan Witherell
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(I) City of Coppell
(l) City of Coppell
Started: 3:30am
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
28.26 155780 5510 Unbonded Cap
0.00 ~.~a~ ~ Unbonded Cap
0.00 ~l~lr~ ~/ Unbonded Cap
Finished: 3:30pm
' 'K. Scott Wats~'/n, 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 RoDe Engineers, Ltd
01SS Page 2 of 2
Client:
Project:
Services:
neers
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
Report No.: 224708
Project No.: 049245
Date of Service: 12/16/2004
Report Date: 12/28/2004
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254 · ',
Freeport ~t &'~XII ,
Coppell, exas ·~
Obhain samples &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
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
except 91 2
MIX DESlGN LD.: 7752
PLACEMENT DATE: 12/16/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 6:35am BATCHTIME: 6:04am
TEMPERATURE (F) - AIR 39 F CONCRETE: 52 F
mUCKNO: 1097 T1Cr~ET NO: 761746
AIR CONTENT (%): 5.5 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving Building X1, east parking lot, south half
SAMPLE LOCATION:
REPORT OF TESTS
20' north, 15' east from southwest
comer
MEASURED
SLUIVlP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLENDER
MARKED DATE
SET NO. TESTED
1 1 12/23/2004
1 2 01/13/2005
I 3 01/13/2005
1 4 Hold
Water added at site:
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (inches) (sq.in.) (lbs. force) (psi)
7 6.00 28.26 104200 3680
28 0.00 0.00
28 0.00 0.00
10 gallons ,'
FRACTURE
I~dPE
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 mailer provided by persons or conditions over which we have no control. Our leilets 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 wrinen approval of Rone Engineers, Ltd.
01SS Page I of 5
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 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. I50, Houston, IX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 224708
Project No.: 049245
Date of Service: 12/16/2004
Report Date: 12/28/2004
Obtain samples of flesh concrete at thc 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:
CoN~rRACTOR: 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/I 6/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9:00alll BATCHTIME: 8:20am
TEMPERATL~RE (F) - AIR 47 v CONCRETE: 60 F
THvc}~ NO: 648 XlClCeX NO: 761756
AIR CONTENT (%): 5.4 UNITWEIGHT(pcI): NA
OVERALL PLACEMENT LOCATION:
Paving, Building X/, e~t parking lot, south half
SAMPLE LOCATION:
REPORT OF TESTS
100' north, 15' west form southeast
comer
MEASURED
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
2 1 12/23/2004 7
2 2 01/13/2005 28
2 3 01/I3/2005 28
2 4 Hold
Water added at site: 10 gallons
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH FRACTURE
(inches) (sq.in.) (lbs. force) (psi) TYPE
6.00 28.26 109910 3890 Unbonded Cap
0.00 0.00 Unbonded Cap
0.00 0.00 Unbonded Cap
LIMITATIONS: 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 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 fatl without the wriiten approval of Rone Engineers, Ltd.
01SS Page 2 of 5
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 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.: 224708
Project No.: 049245
Date of Service: 12/16/2004
Report Date: 12/28/2004
Services:
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:
SLUMI~ (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
MIX DESmN I.O.: 7752
PLACEMENT DATE: 12/16/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 10:45am BATCHTIME: 10:14am
TEMPERATURE (F) - AIR 55 F CONCRETE: 62 F
TRUCK NO: 1097 TICKETNO: 761768
AIR CONTENT (%): 5.8 UNIT WEIGHT (pcI): NA
OVERALL PLACEMENT LOCATION:
Paving, Building X1, e~st parking lot, south half
SAMPLE LOCATION: 220' north, 20' west from southeast
REPORT OF TESTS comer
MEASURED
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE
SET NO. TESTED
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH FRACTLrRE
(days) (inches) (sq.in.) (lbs. force) (psi) TYPE
3 1 12/23/2004
3 2 01/13/2005
3 3 01/13/2005
3 4 Hold
Water added at site:
5 gallons
7 6.00 28.26 88780 3140 Unbonded Cap
28 0.00 0.00 Unbonded Cap
28 0.00 0.00 Unbonded Cap
LLMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibiliiy 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 &the clients to whom they are addressed and shall not be reproduced except in full without the w~rien approval of Rone Engineers, Ltd.
01SS Page 3 of 5
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
Report No.: 224708
Project No.: 049245
Date of Service: 12/16/2004
Report Date: 12/28/2004
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:
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
ASTM C- 143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MIX DESIGN 1.D.: 7752
PLACEMENT DATE: 12/16/2004
WEAT~IER CO~a)1TIONS: Partly cloudy
TIME SAMPLED: 12:20pm BATCHTIME: ll:55am
TEMPERATURE (F) - AIR 60 F CONCRETE: 63 v
TRUCKNO: 648 TIC~TNO: 761783
AIR CONTENI (%): 5.3 ~WEIGHT(pcD: NA
O~LL PLACEME~ LOCATION:
Paving, Building ~, e~t p~king loL sou~ h~f
SAMPLE LOCATION:
REPORT OF TESTS
120' south, 30' east fi.om northwest
corner
MEASURED
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi)
FRACTURE
TYPE
4 1 12/23/2004 7 6.00 28.26
4 2 01/13/2005 28 0.00 0.00
4 3 01/13/2005 28 0.00 0.00
4 4 Hold
Water added at site: 10 gallons
106340 3760
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 ma~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 f~ll without the written approval of Rone Engineers, Ltd.
01SS Page 4 of 5
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
Report No.: 224708
Project No.: 049245
Date of Service: 12/16/2004
Report Date: 12/28/2004
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 S[rPPLIER: 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: 12/16/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 2:45pm BATCH TIME: 2:25pm
TEMPERATURE (F)-AIR 60 F CONCRETE: 66 v
TRUCK NO: 923 TICKET NO: 761801
AIR CONTENT (%): 5.3 UNIT WEIGHT (peD: NA
OVERALL PLACEMENT LOCATION:
Paving Building 7<I, east parking lot, south half
SAMPLE LOCATION:
REPORT OF TESTS
20' south, 20' east from northwaat~
MEASURED
SLUMP
(inches)
4.25
Concrete Compressive 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
5 1 12/23/2004 7
5 2 01/13/2005 28
5 3 01/13/2005 28
5 4 Hold
Water added at site: 8 gallons
See Report #224631 for technician time.
6.00 28.26 117260 4150 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
(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
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in rial] without the written approval of Rone Engineers, Ltd
01SS Pa~e 5 of 5
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 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.: 224828
Project No.: 049245
Date of Service: 12/18/2004
Report Date: 12/28/2004
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: Southerll 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: 8:15am BATCHTI~ME: 7:45am
TEMPE1L~.TURE (F) - AIR 36 F CONCRETE: 59 F
TRucK NO: 1 883 TICKET NO: 761 873
AIR CONTENT (%): 6.0 UNITWEIGHT(pc0: NA
O¥~RALL 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 MAXIMUM COM]>RESSIVE
MARK]ED DATE AGE DL~METER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
2 1 12/25/2004 7 6.00 28.26 116180 4110 Unbonded Cap
2 2 0 I/15/2005 28 0.00 0.00 Unbonded Cap
2 3 01/15/2005 28 0.00 0.00 Unbonded Cap
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
edge of machine pad; northwest dock door; floors 1 and 2 south from northwest
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 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
corner of Building XI;
Building XI.
Water added at site:
doc door walls 3 and 4 south from northwest corner of
5 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for v~-iation 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~ll without the wri~en approval of Rone Engineers, Ltd.
01SS Page 4 of 10
Ron
Client:
ineers
Duke Realty Services, LP
Mr. Brian Slraley
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
Services:
Report No.: 224828
Project No.: 049245
Date of Service: 12/18/2004
Report Date: I2/28/2004
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:
¢ONTP~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
ex~ptgl2
MLX DESIGN I.D.: 7752
PLACEMENT DATE: 12/18/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9~15am BATCHTIME: 8148alTl
TEMPERATURE (F) - AIR 43 F CONCRETE: 63 F
TRUCKNO: 1827 TICKETNO: 761802
AIR CONTENT (%): 5.8 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
See below
SAMPLE LOCATION:
REPORT OF TESTS
10' south, 15' east from northwest
comer, south of machine pad
MEASURED
SLUMP
(inches)
4.75
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE
SET NO. TESTED
3 1 12/25/2004
3 2 01/15/2005
3 3 01/15/2005
3 4 Hold
Placement location:
side lot, east half,
edge of machine pad;
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH FRACTURE
(days) (inches) (sq.in.) (lbs. force) (psi) TYPE
7 6.00 28.26 127620 4510 Unbonded Cap
28 0.00 0.00 Unbonded Cap
28 0.00 0.00 Unbonded Cap
Paving, northwest dock floors and walls: Building XI, west
north and south of machine room pad7 2' by 95' section west
northwest dock door; floors 1 and 2 south from northwest
LLMITATIONS: 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, pefformmace, etc.) or any other fealure of similar subject mailer 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.
01SS Page 5 of 10
Report No.: 224828
Project No.: 049245 Client: Duke Realty Services, LP
corner of Building XI;
Building XI.
Water added at site:
doc door walls 3 and 4 south from northwest corner of
5 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 mailer provided by persons or conditions over which we have no control, Our letters and
reports are for the exclusive use of the clients lo whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01SS Page 6 of 10
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
Services:
Report No.: 224828
Project No.: 049245
Date of Service: 12/18/2004
Report Date: 12/28/2004
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
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
Cxcepl 9 l 2
MIX DESIGN LB.: 7752
PLACEM£NT DATE: 12/1 8/2004
WEATHER CONmTIONS: Partly cloudy
TIME SAMPLED: 10:20am BATCHTIME: 9:54am
TEMPERATURE (F) - AIR NA F CONCRETE: 66 F
TRVCK NO: 1815 TICKET NO: 761891
AIR CONTENT (%): 5.9 UNIT WEIGHT (pcf): NA
OVE1LttLL PLACEMENT LOCATION:
See below
SAMPLE LOCATION:
REPORT OF TESTS
50' north, 30' east from southwest
comer, north of machine pad
MEASURED
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE
SET NO. TESTED
4 I 12/25/2004
4 2 01/15/2005
4 3 01/15/2005
4 4 Hold
Placement location:
side lot, east half,
edge of machine pad;
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH FRACTURE
(days) (inches) (sq.in.) (lbs. force) (psi) TYPE
7 6.00 28.26 104330 3690 Unbonded Cap
28 0.00 0.00 Unbonded Cap
28 0.00 0.00 Unbonded Cap
Paving, northwest dock floors and walls: Building XI, west
north and south of machine room pad; 2' by 95' section west
northwest dock door; floors 1 and 2 south from northwest
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 subjec~ matter provided by persons or conditions over which we have no conh'ol. 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 7 of 10
Report No.: 224828
Pro.[ect No.: 049245 Client: Duke Realty Services, LP
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
(compositio~ 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 8 of 10
ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
CorporatePhone: (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 X1 & XII
Coppell, Texas
Report No.: 224828
Project No.: 049245
Date of Service: 12/18/2004
Report Date: 12/28/2004
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratou for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONH'RACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
$" _ $"
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
TLMESAMPLED: ll:45am BATCHTIME: lI:05am
TEMPERATURE (F) ~ AIR 55 F CONCRETE: 65 F
TRUCKNO: I097 TICKET NO: 761899
AIRCONTENT(%): 5.9 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
See below
SAMPLE LOCATION: 20' south. 10' east from northwest
REPORT OF TESTS ¢o~ner, north &machine pad
MEASURED
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENG~[]t FRACTURE
SET NO. TESTED (days) (inches) (sq.ln.) (lbs. force) (psi) TYPE
5 1 12/25/2004 7 6.00 28.26 127980 4530 Unbonded Cap
5 2 01/15/2005 28 0.00 0.00 Unbonded Cap
5 3 01/15/2005 28 0.00 0.00 Unbonded Cap
5 4 Hold
Placement location: Paving, northwest dock floors and walls: Building XIf west
side lot, east half, north and south of machine room pad; 2' by 95' section west
edge of machine pad; northwest dock door; floors 1 and 2 south from northwest
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 mailer provided by persons or conditions over which we have no con,roi. 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 fue written approval of Rone Engineers. Ltd.
01SS Page 9 of 10
Report No.: 224828
Project No.: 049245 Client: Duke Realty Services, LP
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) Extranet
(1) City of Coppell
(1) City of Coppell
l0 gallons
Started: 6:30am
Finished: 12:45pm
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, appear~ace, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
repotts 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.
01SS Page 10 of 10