Freeport NIP(7.0)-LR031125Client:
Project:
Services:
neers
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
Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 197643
Project No.: 037333
Date of Service: 10/27/2003
Report Date: 11/25/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Hanson
PLANT: 27
SPECIleICAT1ON REQUIREMENTS
3500 psi @ 28 Days
5" maximum
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:20am BATCHTIME: 4:41am
TEMPERATURE (F) - AIR 49 F CONCRETE: 78 F
TRUCK NO: 1015 TICKET NO: 76485
AIR CONTENT (%): 5.1 UNITV~E1GHT(pcO: NA
OVERALL PLACEMENT LOCATION:
Paving 350' west, 350' north from southwest comer of building
SAMPLE LOCATION:
REPORT OF TEgT$
120' north, 40' east from southwest
comer of paving
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.25 11/03/2003 7 113465 ~/ Unbonded Cap
1 2 4.25 11/24/2003 28 141085 ~~0 Unbonded Cap
1 3 4.25 11/24/2003 28 136695 Unbonded Cap
Average ( ~,,~1910
1 4 Hold
Water added at ~
lgallons
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 Rone Engineers, Ltd.
01DD Page 1 of 4
Ri:
neers
8908 Ambassador Row, Datlas, 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
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 197643
Project No.: 037333
Date of Service: 10/27/2003
Report Date: 11/25/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONXlt~CXOm Duke Realty Services, LP
CONCRETE SUPPLIER: Hanson
PLANT: 27
SPECIFICATION REQUIREMENTS
3500 psi @ 28 Days
5" maximum
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:10am BATCH Tram: 6:41am
TEMPERATURE (F) - AIR 5 1 F CONCRETE: 8 1 F
TRUCK NO: 1883 TICKET NO: 76498
AIRCONTENT(%): 5.4 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving 350' west, 350' north from southwest comer of building
SAMPLE LOCATION:
REPORT OF TE~qTg
115' north, 50' west from southeast
comer of paving
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLLNDER MEASURED 1ViA XIMUIVI COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 4.75 11/03/2003 7 108840 3850 Unbonded Cap
2 2 4.75 11/24/2003 28 135970 4810 Unbonded Cap
2 3 4.75 11/24/2003 28 134275 4750 Unbonded Cap
Average 4780
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 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 clienks to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DD Page 2 of 4
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
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 197643
Project No.: 037333
Date of Service: 10/27/2003
Report Date: 11/25/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Hanson
PLANT: 27
SPECIFICATION REQUIREMENTS
3500 psi @ 28 Days
5" maximum
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECTDATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/27/2003
WEATHER CONDITIONS: Clear
TEVIESAMPLED: 8:05am BATCHTIME: 7:35am
TEMPERATURE (F) - AIR 6 1 F CONCRETE: 8 ! F
TRUCK NO: 30 TICKET NO: 76505
AIR CONTENT (%): 5.4 UNIT WEIGHT (pcf~: NA
OVERALL PLACEMENT LOCATION:
Paving 350' west, 350' north from southwest comer of building
SAMPLE LOCATION:
REPORT OF T gTg
40' west, 10' south from northeast
comer of paving
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAX1MIYM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 4.5 11/03/2003 7 97125 3430 Unbonded Cap
3 2 4.5 11/24/2003 28 128540 4550 Unbonded Cap
3 3 4.5 11/24/2003 28 123435 4370 Unbonded Cap
Average 4460
3 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 any other feature of similar subiect 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.
01DD Page 3 of 4
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:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 197643
Project No.: 037333
Date of Service: 10/27/2003
Report Date: 11/25/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Hanson
PLANT: 27
SPECIFICATION REQUIREMENTS
3500 psi @ 28 Days
5" maximum
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:25am BATCH TIME: 9:35am
TEMPERATURE (F)-AIR 73 F CONCRETE: 86 F
TRUCK NO: 1850 TICKET NO: 76522
AIR CONTENT (%): 5.8 UNIT WEIGhT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving 350' west, 350' north from southwest comer of building
SAMPLE LOCATION:
REPORT OF TE T,
80' west, 40' north fi.om southeast
comer of paving
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (days) (lbs. force) (psi) TYPE
4 1 5.0
4 2 5.0
4 3 5.0
4 4
Water added at site:
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
( 1 ) Potter Concrete
(1) Pacheco Koch Consulting Engineers
11/03/2003 7 96210
11/24/2003 28 118330
11/24/2002 .~'~'~!8 112830
Average
Hold
10 gallons ~
Starte~ Finished: 12:30pm
(1) Engineering Analyst
( l ) City of Coppell Bldg. Inspections
ffUnbonded Cap
Unbonded Cap
Unbonded Cap
L.j090
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 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.
01DD Page 4 of 4