Freeport NIP(8.0)-LR041215Client:
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~ 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: 12/15/2004
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive sh-ength samples and briag
samples back to the laboratory for curing and testing ia accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTP, ACrOm Duke Construction
CONCRETE SUPPLIER: SoutherI1 Star
PLATO': 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
MIXDESlGN I.D.: 7752 SLUM~
PLACEMENT DATE: 11/13/2004 (inches)
WEAIltI~R CONDITIONS: Cloudy 5.0
TIME SAMPLED: 5:38alTI BATCH TIME: 5:00am
TEMPERATURE (F)- AIR 50 F CONCRETE: 65 F
THUCKNO: 8 T~C~C~TNO: 756587
AIR cowrENT (%): 3.9 tr~rr WEIGHT (pc/): NA
OVERALL PLACEMENT LOCATION:
Paving, 25' from southwest comer, 420' going north 50' wide, and 1000' fi.om southwest
comer, 500' going norflt, 50' wide
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
110' from southwest comer going
noah, 25' east on paving
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lb~. force) (psi) TYPE
2 I 11/20/2004 7 6.00 28.26 129820 4590 Unbonded Cap
2 2 12/11/2004 28 6.00 28.26 165910 5870 Unbonded Cap
2 3 12/11/2004 28 6.00 28.26 157750 5580 Unbonded Cap
Average 5730
2 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 r~sponsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by pemons 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 wrilten approval of Rone Engineers, Ltd.
015S Page 2 of 7
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.: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 12/15/2004
Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laborato~ for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP On):
AIR (%):
TEST METHOD:
co~croR: 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 SLUM~
pLACEMENT DATE: 11/13/2004 (inch.)
WEATHER CONDITIONS: Cloudy 5.5
TIME SAMPLED: 6:17am BATCH nM~: 5259am
TEMPERATURE (F) - Am 50 F CONCRETE: 63 F
~VCKNO: 931 ~CY~TNO: 756600
AIR CONTENT (%): 4.1 UNIT WEIGHT (pot): 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
Concrete Compressive Cylinder 6" x 12"
215' fi.om southwest comer going
north, 20' east on paving
CYLINDER MAXIMUM COMPRESSIVE
]~kRKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inch~s) (sq.ia.) 0lin force) (psi) TYPE
3 1 11/20/2004 7 6.00 28.26 122540 4330 Unbonded Cap
3 2 12/11/2004 28 6.00 28.26 156400 5530 Unbonded Cap
3 3 12/11/2004 28 6.00 28.26 156940 5550 Unbondcd Cap
Average 5540
3 3 Hold
LIMITATIONS: The test results presented he~in 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~' provided by persom 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 3 of 7
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, StP. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Styaley
5495 Belt Line Rd., StP 360
Dallas TX 75254
Report No.: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 12/15/2004
Project: Freeport 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.
PROJECT DATA
STRENGTH:
SLUM1a On):
AIR (%):
TEb~ METHOD:
CO~mnCTOm Duke Construction
CONCRETE SUPPLIER: Southcro 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 SLUM~
PLACEMENT DATE: 11/13/2004 (inches)
WZATh~a commons: Cloudy 6.5
TIMESAM~LED: 7144am BATCHTIME: 7:02am
TEM~EP.A~rP.r (F)- AIR 51 F CONCa~TE: 67 F
TRVCKNO: 1015 TICKET NO: 756609
AIR CONTENT (%): 4.1 ~ wriarrr (pc0: NA
OVERALL PLACEMENT LOCATION:
paving, 25' from southwest como', 420' going north 50' wide, and 1000' fi.om southwest
comer, 500' going north, 50' wide
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
320' from southwest comer going
north, 32' east on paving
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) 0nches) (sq.in.) (lbs. force) (psi) TYPE
4 1 11/20/2004 7 6.00 28.26 121640 4300 Unbonded Cap
4 2 12/11/2004 28 6.00 28.26 143870 5~090 j5090 Unbonded Cap
4 3 12/11/2004 28 6.00 28.26 141730 [, 501~ Unbonded Cap
Average
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 ~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 conlxol. Our Ietlers and
reports are for the exclusive use of the cliems to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01ss Page 4 of 7
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
;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
Services:
Report No.: 222867
Project No.: 049245
DateofService: 11/13/2004
Report Date: 12/15/2004
Obtain samples of fresh coner~e at the placement locations, perform required field testing, east compressive sa'ength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable slandarcls.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southerll Star
PLA~: 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
~ DESIGN I.D.: 7752 SLUME
PLACEMENT DATE: 11/13/2004 (inches)
WEAr.~.R com>moNs: Cloudy 6.0
TIME SAMPLED: 8:19am BATCHTIME: 8:10am
TEMEEP. nTta~ (~- ~J~ 51 E CONCRETE: 66 V
TRUCK~O: 648 TICI~T NO: 756618
Am CONTENT (%): 3.9 UNITWEIGHT(pef): NA
OVERALL pLACEMENT LOCATION:
Paving, 25' from southwest coma, 420' going nor~ 50' wide, and 1000' fi.om southwest
comer, 500' going north, 50' wide
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
30' fi-om southwest comer of#2
placement going 20' east on paving
CYLINDER MAXIMUM COMPRESSIVE
~ DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) 0aches) (sq.in.) Obs. force) (psi) TYPE
5 1 11/20/2004 7 6.00 28.26 116320 4110 Unbonded Cap
5 2 12/11/2004 28 6.00 28.26 146130 5170 Unbonded Cap
5 3 12/11/2004 28 6.00 28.26 144380 5110 Unbonded Cap
Average 5140
5 4 Hold
Water added at site:
5 gallons
LIM/TATIONS: 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, p~rformanc~, etc.) or any other feature of similar subject mat/er provided by persons.or condi~iom over w~ich we have no. ~e&ontxol. 0~' letters ,and
reports are for the exclusive use of the clients to whom they ate addressed and shall not be raprodueed except m full w~thou~ the written approval oz t~one engineers, Lta.
01SS Page 5 of 7
Client:
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
Services:
Report No,: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 12/15/2004
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 (ia):
AIR (%):
TF.~T METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: - Southelll Stat
PLANT: 27
SPECIFICATION REQUIREIVI~NTS
4000 psi ~ 28 Days
5" maximum
3% - 5%
ASTM C-172
ASTM C-31 ~
ASTM C-143
ASTM C-231
ASTlVl C-1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 7752 SLUMP
pLACEMENT DATE: 1 1/13/2004 (inc~)
Wr.~YHEI~ CONDITIONS: Cloudy 5.75
TIMESAMI~LED: 9:3lam BATCHTIME: 8:50am
TEMPERATURE (F)- AIR 51 F CONCRETE: 65 F
~VCKNO: 837 TIC~TNO: 608407
AIR CONTENT (%): 3.9 UNIT WEIGHT (pel): NA
OVERALL PLACEMENT LOCATION:
Paving, 25' from southwest come~, 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"
100' fi.om southwest comer of#2
placement going 10' east on paving
CYLII~DER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTIcI FRACTURE
SET NO. TESTED (days) 0aches) (sq.ia.) (lbs. force) (psi) TYPE
6 I 11/20/2004 7 6.00 28.26 112910 3990 Unbonded Cap
6 2 12/11/2004 28 6.00 28.26 133280 4710 Unbonded Cap
6 3 12/11/2004 28 6.00 28.26 134060 4740 Unbonded Cap
Average 4730
6 4 Hold
Water added at site: 10 gallons
LIlvfiTATIONS: 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 condi~ons over w~ich we have.no~ ~control~ O~r lette.~ ~and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except m full without the written approvm oI Kone t;ngme~rs, Lta.
0ISS Page 6 of 7
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.: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 12/15/2004
Obtain samples of fi~sh concrete at the placement locations, perform required field testing, cast compressive s~'ength 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:
coNT~Acrom Duke Construction
CONCRETE SL~PLIER: Southern Star
pta~avr: 27
SP~Ct~CA~O~ REQVn~mNTS
4000 psi @ 28 Days
5" maximum
3% - 5%
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTIVf C-1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 7752 SLVM~
PLACEMENT DATE: 11/13/2004 (inches)
W~ATHER CONDmONS: Cloudy 6.25
TIME SAMPLED: 10:17am BATCHTIME: 9:37am
TEMPERATURE (F)- AIR 52 V CONCRETE: 64 V
T~VCK NO: 1883 TIC~ET NO: 756633
AIR CONTENT (%): 4.0 UNIT WEIGHT (pc0: NA
OVERALL pLACEMENT LOCATION:
Paving, 25' from southwest comer, 420' going north 50' wide, and I000' from southwest
corner, 500' going north, 50' wide
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
210' from southwest comer of#2
placement, going 30' east on paving
CYLINDER
biARK~D DATE AGE
SET NO. TESTED (days)
7 1 11/20/2004 7
DIAMETER AREA
(inches) (sq.in.)
6.00 28.26
MAXIMUM COMPRESSIVE
LOAD STRENGTH
Obs. force) (psi)
111550 3940
TYPE
Unbonded Cap
7 2 12/11/2004 28
7 3 12/11/2004 28
6.00 28.26
6.00 28.26
140330 4960
142290 5030
Average 5000
Unbonded Cap
Unbonded Cap
7 4 Hold
Water added at site:
Technician: Kent Reiser
Report Distribution:
(1) Duke Realty Se~ices, LP
(1) Ex'mm~t
(1) City of Coppell
(i) City of Coppell
t0 gallons
Stoned: 3:30am
Finished: lO:30am
~ K. Scott Watson, AET
CMT Op~ations Manager
LIMITATIONS: The lest results presented herein were prepared based upon the specific samples provided for testing, We assume no responsibility for variation m 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 nsc 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 7
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive~ Fort Worth, TX 76118
6300 Rothway, Stp. 150, Houston, TX 77040
Corporate Phone: (214) 650-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Mr~ Brian St~aley
5495 Bek Line Rd., Ste 360
Dallas TX 75254
Report No.: 222866
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 12/15/2004
Freeport XI & XII
Coppell, Texas
com..scrota Duke Construction
CONCRETE SUPPLIER: Southevfl Star
PLn~: NA
SPECH~ICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
4000 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
M~ DESIGN I.D.: NA
PLACEMENT DnT~: 11/13/2004
WEATHER CONDITIONS: Cloudy
TI~ESAMPLED: ll:45am BATCHTIME: NA
TEMEERATURE OF) - AIR 54 F CONCRETE: 68 F
THVCKNO: NA TICKET NO: NA
AIR CONTENT (%): 2.3 UNIT WEIGHT (Pef): NA
OVERALL pI~ACEMENT LOCATION:
Tilt wall panels 14, 18, and 20
MEASURED
SLUMP
(inches)
4.75
SAMPLE LOCATION:
REPORT OF TESTS
Concrvte Compressive Cylinder 6' x 12"
Panel 18
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 11/20/2004
1 2 12/11/2004
1 3 12/I 1/2004
1 4 Hold
Technician: Kent Relser
Report Distribution: ~
(1) Duke Realty Services. I~° ~,
(1) Ex~raaet
(1) City of Coppell
(1) city of Coppoli
AGE DIAMETER AREA
(days) (inches) (sq.in.)
7 6.00 28.26
28 6.00 28.26
6.00 28.26
~rted: ]l:00am
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
141570
174030
173930
Average
.~---)Unbonded Cap
~ 6150 ~/Unbonded Cap
(~~0 Unbonded Cap
Finished: 12:45pm
tK. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: Thc test r~sults presented h~rcm were prapared based upon thc specific samples provided for testing. Wc assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matra' provided by persons or conditions over which we have no control. Our letters and
x~potXs are for thc exclusive use of the clients to whom they are addressed and shall not be reproduced exc~pt in full without thc written approval of Rone Engineers, Lut.
OISS Page I of 1
Client:
ineers
Duke Realty Services, LP
Mr. Brian Stxaley
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) 6~0-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 222867
Project No.: 049245
Date of Service: 11/13/2004
Report Date: 12/15/2004
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 SUIPLIER: Southern Star
PLAInt: 27
SPECi~ iCATION 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
PLAczMENT DATE: 11/13/2004 (inches)
W~T~mR CO~ITIONS: Cloudy 4.75
TIME SAMPLED: 5:0211111 BATCIt TIME: 4:30am
TEMPERATURE (F)- AIR 49 F CONC~,.~TE: 65 F
Tm~CK NO: 1827 TICKET NO: 756579
AIR CONTENT (%): 3.8 ~ WEiG~rr (pc0: NA
OVERALL pLACEMENT LOCATION:
Paving, 25' fi.om southwest comer, 420' going north 50' wide, and 1000' f~ra southwest
comer, 500' going north, 50' wide
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
95' from southwest comer going
north, 10' east on paving
CYLINDER
M.4JIKED DATE AGE
SET NO. TESTED (days)
MAX/MUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH FRACTURE
(inches) ' (sq.in.) (lbs. force) (psi) TYPE
1 I 11/20/2004 7
6.00 28.26 128050 4530 Unbonded Cap
1 2 12/11/2004
1 3 12/11/2004
1 4 Hold
28 6.00 28.26 155420 5500 Unbonded Cap
28 6.00 28.26~ ~I~ UnbondedCap
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 ovex which we have no contxoI. Our leaers 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 1 of 7