Freeport NIP(7.0)-LR030416RoneEng,neers
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Arm: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 172835
Project No.: 037333
Date of Service: 03/14/2003
Report Date: 04/16/2003
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.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Hanson
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi ~ 28 Days
SLUMP (in): 5'* maximum
AIR (%):
TEST METHOD:
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN LD.: 9375
PLACEMENT DATE: 03/14/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 3:20pm BATCH TLM~: NA
TEMPERATURE (F) - AIR 74 F CONCRETE: 66 F
TRUCK NO: 8 TICKET NO: 321420
AIR CONTENT (%): 3.5 UNIT WEIGHT (gel): NA
OVERALL PLACEMENT LOCATION:
Headwall - Station 0+00, storm line 4
SAMPLE LOCATION: Entire headwall
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 2.00
1 2 2.00
1 3 2.00
1 4 2.00
Technician: Larmy Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppetl Building Dept.
(1) Potter Concrete
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (days) (lbs. farce) (ps0 TYPE
03/21/2003 7 142485
5040 Unbonded Cap
04/11/2003 28 170675
04/11/2003 28 157550
Average
6040 Unbonded Cap
5570 Unbonded Cap
5810
05/09/2003 56
Started: 3:00pm
Finished: 5:00pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
/~ Unbonded Cap
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.
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RoneEng,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
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No,: 174418
Project No.: 037333
Date of Service: 04/08/2003
Report Date: 04/16/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
0b. tain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratow for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 5" - 7"
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-138
ASTM C-39
MIXDESIGN I.D.: 9361
PLACEMENT DATE: 04/08/2003
WEATHER CONDITIONS: SUDny
TIME SAMPLED: 10:09am BATCH ~ME: NA
TEMPERATURE (~F) - AIR 57 F CONCRETE: 61 F
TRUCK NO: NA TICKET NO: NA
AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
See report #174417
SAMPLE LOCATION:
REPORT Ol~ TESTS
Column lines A-6.5, A-6, A-5.5
and A-5
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. force)
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
1 1 6.25
1 2 6.25
1 3 6.25
1 4 6.25
See report #174417 for
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Potter Concrete
04/15/2003 7
05/06/2003 28
05/06/2003 28
06/03/2003 56
technician time.
Finished:
(I) Pacheco Koch Consulting Engineem
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
136495
4830 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
""K Scott Watson
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 fi~ll without the written approval of Rone Engineers, Ltd.
01DK Page 1 of 1