Freeport NIP(8.0)-LR050203ineers
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 33 & XII
Coppell, Texas
Report No.: 226913
Project No.: 049245
Date of Service: 01/26/2005
Report Date: 02/03/2005
Services:
Obtain 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.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southerll Stat
PLnNT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
4" - 6"
3%-5%
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 MEASURED
SLUMP
PLACEMENT DATE: 01/26/2005 0aches)
WEATHER CONDITIONS: Clear 5.25
TIME SAMPLED: 3:30am BATCH TIME: 2:55am
TEMPERATURE (F) - AIR 46 F CONCRETE: 66 F
TRUCKNO: 1827 TICKET NO: 782207
AIR CONTENT (%): 4.5 UNITWEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving, south side Building X] drive around, parking southwest comer of Building XI
(bloekouts), east side Building XI
SAMPLE LOCATION:
REPORT OF TESTS
120' east, 20' north fi'om southwest
ConcreU: 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 I 02/02/2005 7 6.00 28.26 111090 /~30 Unbonded Cap
1 2 02/23/2005 28 0.00 0.00 Unbonded Cap
1 3 02/23/2005 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 zay other feature of similox subject mat~er provided by persons or conditions over which we have no control. Our leRers and
reports ar~ for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wriRen approval of Rone Engineers, Ltd.
01SS Page 1 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.: 226913
Project No.: 049245
Date of Service: 01/26/2005
Report Date: 02/03/2005
Services: Obtain samples of flesh concrete at the placement locations, perform required field testing cast compressive slrength 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:
CONTP. ACrom Duke Construction
CONCRETE SUPPLIER: Southern Star
pLa~cr: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
4"-6"
3% - 5%
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 MEASURED
SLUMP
PIACEMENT DATE: 01/26/2005 (inches)
WEATHER CONDITIONS: Clear 6.0
TIME SAMPLED: 5:30am BATCHTIME: 4:10am
TEMPERATURE (F} * AIR 46 F CONCRETE: 64 v
MUCK NO: 1840 TICRET NO: 782216
AIR cowr~NT (%): 4.9 UNrr WEIGHT (poi): NA
OVERALL PLACEMENT LOCATION:
Paving, south side Building XI drive around, parking southwest comer of Building XI
(blockoms), east side Building XI
SAMELE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
100' west, 30' north from southeast
comer
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH FRACTURE
(inches) (sq.in.) (lbs. force) (psi) TYPE
2 1 02/02/2005 7
2 2 02/23/2005 28
2 3 02/23/2005 28
2 4 Hold
Water added at site: 5 gallons
6.00 28.26 97450 3450 Unbonded Cap
0.00 0.00 Unbonded Cap
0.00 0.00 Unbonded Cap
LIMITATIONS: The test results presented hemm were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, p~fformance, etc.) or any other feature of similar subject matter provided by persons or conditions over wlfich we have no control. Our letters and
reports are for the exclusive use of the clients to whom they arc addressed and shall not be reproduced except in full without the written appmvat of Rone Engineers, Ltd.
01SS Page 2 of 5
Client:
Duke Realty Services, LP
Mr. Brian SU'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.: 226913
Project No.: 049245
Date of Service: 01/26/2005
Report Date: 02/03/2005
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:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
eLAN'r: 27
SPECliqCATION REQUIREMENTS
4000 psi ~ 28 Days
4" - 6"
3% - 5%
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 MEASURED
SLUMP
PLACEMENT DATE: 01/26/2005 (inches)
WEATHER CONDITIONS: Clear 5.75
TIME SAMPLED: 7:00am BATCH TIME: 6:15arll
T~MPEg~TVRE (F)- Am 45 F CONCRETe: 66
TRVCKNO: 923 TIC~T NO: 782225
AIR CONTENT (%): 4.8 UNITWEIGHT(pc0: NA
OVERALL PLACEMENT LOCATION:
Paving, south side Building XI drive around, parking southwest comer of Building X]
(blockouts), east side Building XI
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
30' wesL 40' north from southeast
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
3 1 02/02/2005 7 6.00 28.26 106250 ~3760 Unbonded Cap
3 2 02/23/2005 28 0.00 0.00 Unbonded Cap
3 3 02/23/2005 28 0.00 0.00 Unbonded Cap
3 4 Hold
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 variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject mater provided by persons or conditions over which we have no control. Our lettors 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 PaRe 3 of 5
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
;ers
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.: 226913
Project No.: 049245
Date of Service: 01/26/2005
Report Date: 02/03/2005
Obtain samples of besh concre~ 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:
coNTancrog: Duke Construction
CONCRETE SUPPLIER: Southern Star
PiqUeT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
4" - 6"
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-123!
ASTM C-39
MIX DESIGN I.D.: 7752 MEASURED
SLUMP
PLACEMENT DATE: 01/26/2005 0nches)
~VEATHER CONDITIONS: Clear 7.0
TIME SAMPLED: 9: ] 5arll BATCH TIME: 8:50aii1
TEMPERATURE (F) - AIR 54 F CONCRETE: 67 E
mUCK NO: 8 ~C~TNO: 782238
AIR CONTENT (%): 5.0 UNIT WEIGHT (pcI): NA
OVERALL PI&CEMENT LOCATION:
Paving, south side Building XI drive around, peri(mc southwest comer of Building XI.
(blockouts), e~st side Building XI
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
60' east. 25' north bom southwest
comer
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH FRACTURE
(inches) (sq.in.) (Ibg force) (psi) TYPE
4 1 02/02/2005 7
4 2 02/23/2005 28
4 3 02/23/2005 28
4 4 Hold
Water added at site: 15 gallons
6.00 28.26 97470 3450 Unbonded Cap
0.00 0.00 UnbondedCap
0.00 0.00 Unbonded Cap
LIMITATIONS: The test results presented herein wen 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'aer provided by persons or conditions over which we have no contsol. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fulI without the vaitten approval of Rone Engineers, Ltd.
01SS Page 4 of 5
Client:
I neers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., StP 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, StP. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 226913
Project No.: 049245
Date of Service: 01/26/2005
Report Date: 02/03/2005
Services:
Obtain samples of fi'esh concrete at the placement locations, perform required field testing ca~t compressive s'a'cngth 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
m~.~T: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
4" - 6"
3%-5%
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 MEASURED
SLUMP
PLACE~t~T DATE: 01/26/2005 (inches)
WEATHER CONDITIONS: Clear 5.5
TIME SAMPLED: ll:15am BATCHTINIE: 10:03am
TEMPERATURE (F)- AIR 64 F CONCRETE: 68 F
TRUCK NO: 1015 TICRET NO: 782248
AIR CONTENT (%): 5.0 UNIT WEIGHT (pcf~: NA
OVERALL PLACEMENT LOCATION:
Paving. south side Building X1 drive around, parking southwest come~ of Building X1
(blockouts), east side Building XI
SAMPLE LOCATION: 30' west, 15' south fi'om northeast
REPORT OF TESTS ~o~er
Concrete Compressive Cylinder 6" x 12"
CYLENDER
MARKED DATE
SET NO. TESTED
5 1 02/02/2005
AGE DIAMETER
(days) Onches)
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) ~[~si) TYPE
28.26 124150 [4390 Unbonded Cap
7 6.00
5 2 02/23/2005
5 3 02/23/2005
5 4 Hold
Technician: Nathan Witherell
Report Distribution:
(I) Duke Realty Services, LP
(1) Extran~t
(1) City of Coppell
(1) City of Copp¢ll
28 0.00
28 0.00
Startea: 2:30am
0.00 Unbonded Cap
0.00 Unbonded Cap
Finished: ]:00pm
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 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 the written approval of Rone Engineers, Ltd.
01SS Page 5 of 5