Freeport NIP(8.0)-LR041102Ro gineers
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 S~'aley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 219869
Project No.: 049245
Date of Service: 10/01/2004
Report Date: 11/02/2004
Project: Freeport XI & XII
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples end bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
2ONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C~31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
P~CEM~NT DATE: 10/01/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 6:30am BATCH TIME: 5:54am
TEMPERATURE (F) - AIR 69 F CONCRETE: 8 ] F
THUCK NO: 1827 TIClCET NO: 701123
Am coNTrwr (%): NA tn~rr WEIGHT (pc0: NA
OVERALL pLACEMENT LOCATION:
Slab on grade 1-8 and A-D
MEASURED
SLUMP
(inches)
5.0
SAMI~LE LOCATION:
REPORT OF TESTS
' ' " 12"
Concrete Compressive Cylinder 6 x
7.8~A.2
CYLINDER MAXIMUM COMPRESSIVE
MARIO~D DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force} (psi)
1 1 10/08/2004 7 6.00 28.26 136530 4830
1 2 10/29/2004 28 6.00 28.26 177370 6270
1 3 10/29/2004 28 6.00 28.26 167920 5940
Average 6110
I 4 Hold
Water added at site:
5 gallons
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
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, 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 1 of 7
Client:
ineers
Duke Realty Services, LP
Mr. Brian Sl~aley
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.: 219869
Project No.: 049245
Date of Service: 10/01/2004
Report Date: 11/02/2004
Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive stxength 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
6" maximum
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MIX DESIGN LD.: 9349
PLACEMENT DATE: 10/01/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 7:30am BATCHTIME: 6:50a~1
TEMPERATURE (F) - AIR 69 F CONCRETE: 83 F
TRUCK NO: 8 TICKET No: 701136
Am CONTENT (%): NA u~rr WEIGHT (peO: NA
OVERALL PLACEMENT LOCATION:
Slab on grade 1-8 and A-D
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
7.1 at C.6
MEASURED
SLUMP
0aches)
6.0
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) Obs. force) (psi) TYPE
2 1 10/08/2004 7 6.00 28.26 121170 4290 Unbonded Cap
2 2 10/29/2004 28 6.00 28.26 143660 5080 Unbonded Cap
2 3 10/29/2004 28 6.00 28.26 150170 5310 Unbonded Cap
Average 5200
2 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 fi~ature 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 written approval of Rone Engineers, Ltd.
0ISS Page 2 of 7
Client:
ineers
Duke Realty Services, LP
Mr. Brian SB'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.: 219869
Project No.: 049245
Date of Service: 10/01/2004
Report Date: 11/02/2004
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: SouthelTl Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
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.: 9349
PLACEMENT DATE: 10/01/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 8;15am BATCHTIME: 7:45am
TEMPERATURE (F) - AIR 69 F CONCRETE: 86 F
mvcK NO: 1827 TICr~T NO: 701146
AIR CONTENT (%): NA in, aT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Slab on grade I-8 a~d A-D
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
6.7mB.3
MEASURED
SLUMP
(inches)
5.5
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) 0b~ force) (psi) TYPE
3 1 10/08/2004 7 6.00 28.26 139280 4930 Unbonded Cap
3 2 10/29/2004 28 6.00 28.26 169480 5990 Unbonded Cap
3 3 10/29/2004 28 6.00 28.26 179720 6360 Unbonded Cap
Average 6180
3 4 Hold
Water added at site:
15 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualit~
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by pm'sons or conditions over w~tich we have no control. O~r letters and
repoas are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written appwval of Rone Engineers, Ltd.
01SS Page 3 of 7
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 & XlI
Coppell, Texas
Report No.: 219869
Project No.: 049245
Date of Service: 10/01/2004
Report Date: 11/02/2004
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):
AlP. (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: SoutheFll Star
PLA~r: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
6" maximum
NA
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.: 9349
PLACEMENT DATE: 10/01/2004
WEATHER CoN~mONS: Cloudy
TIME SAMPLED: 9:00am BATCHTIME: 8:35am
TEMPERATURE (F} - AIR 71 V CONCRETE: 85 V
TRUCKNO: 0 TICKETNO: 701156
AIR CONTENT (%): NA vNrr WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade 1-8 and A-D
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
5.9 at A.8
MEASURED
SLUMP
(inches)
6.0
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
4 1 10/08/2004 7 6.00 28.26 123270 4360 Unbonded Cap
4 2 10/29/2004 28 6.00 28.26 147510 5220 Unbonded Cap
4 3 10/29/2004 28 6.00 28.26 149900 5300 Unbonded Cap
Average 5260
4 4 Hold
Water added at site: 15 gallons
LIMITATIONS: The test results presented herein were prepared bosed 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 mattar provided by persons or conditions over which we have no contxol. Our letters and
reports are for the exclusive use of the clients to whom they are addressed ond shall not be reproduced except in full without the w~tten approval of Rone Engineers, Ltxl.
0ISS Page 4 of 7
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.: 219869
Project No.: 049245
Date of Service: 10/01/2004
Report Date: 11/02/2004
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 REQWREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C- ! 231
ASTM C-39
MIX DESIGN LO.: 9349
pLACEMENT DATE: 10/01/2004
WEA IHI~R CONDITIONS: Cloudy
TIMESAMYLED: 10:30am BATCHTIME: 9:45am
TEMPERATURE (F) - AIR 71 F CONCRETE: 85 F
TRUCK NO: 0 TICKET NO: 701 170
AIR CONTENT (%): NA U~qT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade 1-8 and A-D
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressivc Cylinder 6" x 12"
4.6atC.2
MEASURED
SLUMP
(inches)
6.0
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (~bs. force) (psi) TYPE
5 1 10/08/2004 7 6.00 28.26 112340 3970 Unbonded Cap
5 2 10/29/2004 28 6.00 28.26 144070 5090 Unbonded Cap
5 3 10/29/2004 28 6.00 28.26 152400 5390 Unbonded Cap
Average 5240
5 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 qaality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our let~rs and
reporls 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 $ 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.: 219869
Project No.: 049245
Date of Service: 10/01/2004
Report Date: 11/02/2004
Services:
Obtain samples of ~'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: SouthelTl Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
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.: 9349
PLACEMENT DATE: 10/01/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: ll:30am BATCHTIME: ll:07am
TEMPERATURE (F) - AIR 70 F CONCRETE: 84 v
TRUCKNO: 773 TICKET NO: 701181
AIR CONTENT (%): NA UNIT WEIGHT (pe0: NA
OVERALL PlaCEMENT LOCATION:
Slab on grade 1-8 and A-D
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
3.9 at AA
MEASURED
SLUMP
(inches)
6.0
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
6 1 10/08/2004 7 6.00 28.26 102050 3610 Unbonded Cap
6 2 10/29/2004 28 6.00 28.26 148300 5240 Unbonded Cap
6 3 10/29/2004 28 6.00 28.26 144020 5090 Unbonded Cap
Average 5170
6 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
reports a~ for the exclusive use of~he clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01SS 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.: 219869
Project No.: 049245
Date of Service: 10/01/2004
Report Date: 11/02/2004
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: SoutherI1 Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTIvl C-39
MIX DESIGN I.D.: 9349
rrACEMENT ANTE: 10/01/2004
WEATHER CoN~moNs: Cloudy
TIME SAMPLED: 12:45pm BATCHTIME: 12:09pm
TEMPERATURE (F)-AIR 71 F CONCRETE: 85 V
TRUCK NO: 0 TICKET SO: 701 1 93
AIR CONTE~Vr (%): NA UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade 1-8 and A-D
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
l.SmB.7
MEASURED
SLUMr
(inches)
6.0
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
(inches)
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
7 1 10/08/2004 7
6.00
28.26 105800 3740 Unbonded Cap
7 2 10/29/2004 28
7 3 10/29/2004 28
6.00
6.00
28.26 139330 4930 Unbonded Cap
28.26 141690 5010 Unbonded Cap
Average 4970
7 4 Hold
Water added at site:
Technician: Scott Mitchell
Report Distribution:
(1) Duke Realty Services, LP
( 1 ) Extranet
(1) City of Coppell
(1) City of Coppell
10 gallons
Started: 5:15am
Finished: 2:00pm
K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific smnples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance ete,) or any other feature of similar subject matter provided by persons or conditions over which we have no control. O~r letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except m fuI w thout the written approval of Rone Engineers, Ltd.
01SS Page 7 of 7