Freeport NIP(7.0)-LR030430RoneEr g'
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.: 175393
Project No.: 037333
Date of Service: 04/22/2003
Report Date: 04/30/2003
Project:
Services:
Freeport .10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive sh'ength 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: Potter
PLANT: 2
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 5"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-23 !
ASTM C- 1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 04/22/2003
VfEATHER CONDITIONS: Cloudy
TIME SAMP~I~ED: 10:35am BATCH TIME: 10:09am
TEMPERATURE (F) - AIR 62 F CONCRETE: 76
TRUCK NO: 107 TlC~T NO: 114007
AIR CONTENT (%): NA trait WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Tie beam, Line V between Lines 4 and 5
SAMPLE LOCATION: Entire beam
REPORT OF TE~T~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 4.50
1 2 4.50
1 3 4.50
1 4 4.50
Technician: Lan_ny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(~) City of Coppell Building Dept.
(1) Potter Concrete
DATE
TESTED
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. farce) (psi) TYPE
04/29/2003 7
05/2~2003 28
05/20/2003 28
06/17/2003 56
119660 4230 Unbonded Cap
Started: 10:00am Finished: 12:00pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
Unbonded Cap
Unbonded Cap
~nded 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 full without the written approval of Rone Engineers, Ltd.
01DK Page 1 of 1
neEn g
Ro
8908 Ambassador Row, DaUas, 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
Atto: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175347
Project No.: 037333
Date of Service: 04/22/2003
.Report Date: 04/30/2003
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: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
5" -?"
NA
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.: 9361
PLACEMENT DATE: 04/22/2003
WEATHER CONDITIONS: Cloudy
TIME SAMP'I~EO: 10:00am BATCH TIME: 9:29am
TEMPERATURE (F) - AIR 60 F CONCRETE: 70 F
TRUCKNO: 107 ~Cm~T NO: 114006
AIR CONTENT (%): NA UNIT WEIGHT (per): .NA _
OVERALL PLACEMENT LOCATION:
See pier inspection report #175346
SAMPLE LOCATION: P-Il, S-11 and T-11
REPORT O1~ TEgT~
Concrete Compressxve Cylinder 6 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 6.0 04/29/2003 7 122825 4340 Unbonded Cap
6.0 05/20/2003 28
6.0 05/20/2003 28
6.0 06/17/2003 56
See report ~175346 for technician time.
Technician: Pick Smith
Report Distribution:
(1) Duke Realty Services, LP
(I) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Poner Concrete
Started:
Finished:
(t) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
Unbonded Cap
Unbonded Cap
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 restore 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.
01DK Page 1 of 1