Freeport NIP(7.0)-LR031124ineers
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
Project:/ ~eeport 1~/
too Parkway
Services:
Report No.: 197529
Project No.: 037333
Date of Service: 10/24/2003
Report Date: 11/24/2003
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
SPECIIZICATION 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: 10/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:35am BATCHTE~IE: 7:15am
TEMPERATURE (F) - AIR 60 F CONCRETE: 71 F
TRUCK NO: 104 TICRET NO: 76431
AIR CONTENT (%): 5.5 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving - 300' west, 150' north from southwest comer of building
SAMPLE LOCATION: 15' north, 20' east from southwest
REPORT OF TEgTS comer of paving
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.5 10/31/2003
1 2 5.5 11/21/2003
1 3 ~ I1/21/2003
1 4 ~.. Hold
Water added at 10 gallons
Notified Lupe of slu~p results.
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
7 95450 3380 Unbonded Cap
28 123790 ~'~380, Unbonded
Cap
28 122700 ~ Unbonded Cap
Average 4360
LRvIITATIONS: 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 Eng/neers, Ltd.
01DD Page 1 of 3
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.: 197529
Project No.: 037333
Date of Service: 10/24/2003
Report Date: 11/24/2003
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: 10/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:05am BATCHTIME: 8:35am
TEMPERATURE (F)-AIR 65 F CONCRETE: 78 F
TRUCK NO: 1015 TICKET NO: 76443
AIRCONTENT(%): 5.3 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving - 300' west, 150' north from southwest comer of building
SAMPLE LOCATION: 80' north, 40' east from southwest
REPORT OF TE~qT~q 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
2 1 5.0 10/31/2003 7 92310 3260 Unbonded Cap
2 2 5.0 11/21/2003 28 117950 4170 Unbonded Cap
2 3 5.0 11/21/2003 28 114305 4040 Unbonded Cap
Average 4110
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 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 2 of 3
neers
8908 Ambassador Ro% 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.: 197529
Project No.: 037333
Date of Service: 10/24/2003
Report Date: 11/24/2003
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.
STP~ENGTH:
SLUMP(in):
AIR(%):
TEST I~ETHOD:
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: I0/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:25am BATCHTI?dE: 10:00am
TEMPERATURE (F) - AIR 73 F CONCRETE: 84 F
TRUCK NO: 32 TICKET NO: 76454
AIR CONTENT (%): 5.1 UNIT WEIGHT (pcf}: NA
OVERALL PLACEMENT LOCATION:
Paving - 300' west, 150' north from southwest comer of building
SAMPLE LOCATION:
REPORT OF TE,qT~q
80' north, 50' west from southeast
comer of paving
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) 0bs. brce)
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4~27700 Unbonded Cap
Unbonded Cap
70 Unbonded Cap
3 1 4.75
10/31/2003 7 99805
3 2 4.75
3 3 4.75
3 4
Water added at site:
Technician: Jeremy Watts
Report Distribution:
(I) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
(1) Pacheco Koch Consulting Engineers
11/21/2003
11/21/2003
Hold ~
5 gallons
Started: 6:45m
120875
120640
Average
Finished: 12:30pm
(1) Engineering Analyst
( 1 ) City of Coppell Bldg. Inspections
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 3 of 3