Freeport NIP(7.0)-LR030418R°neEn ill
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.: 174507
Project No.: 037333
Date of Service: 04/09/2003
Report Date: 04/18/2003
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.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
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
PROJECT DATA
M~XDESIGN I.D.: 9361
PLACEMENT DATE: 04/09/2003
WEATHER CONDITIONS: Sunny
TIME SAMPLED: ll:48am BATCHTIME: ll:23am
TEMPERATURE (F) - AIR 56 F CONCRETE: 61
TRUCK HO: 110 TICKET NO: 113574
AIR CONTENT (%): NA UNIT WEIGHT (pcf): ~TA
OVERALL PLACEMENT LOCATION:
Please refer to report #174506 for column lines to all the piers drilled today
SAMPLE LOCATION: Column lines B.9-13, B.9-14 and
D-14
ASTM C-39 REPORT OF TEgTg
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
1 I
1 2
1 3
1 4
See report
MEASURED
SLUMP DATE AGE
(inches) TESTED (days)
6.25 04/16/2003 7
6.25 05/07/2003 28
6.25 05/07/2003 28
6.25 06/04/2003 56
~174506 for technician time.
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(I) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Potter Concrete
Started:
Finished:
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
MAXIM-GM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
120020
4240 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson
CMT Operations Manager
LIMITATIONS: Thc 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 leuers and
reports are for the exclusive use of the client~ 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
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. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174858
Project No.: 037333
Date of Service: 04/14/2003
Report Date: 04/22/2003
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: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP On): 3" - 5"
AIR (%): NA
TEST METHOD: ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 04/14/2003
WEATHER CONDITIONS: SBtmy
TIME SAMPLED: 3:27pm BATCH TIME: 3:09pm
TEMPERATURE (F) - AIR 82 F CONCRETE: 79
TRUC~CNO: 109 TICm~TNO: 113610
AIR CONTENT (%): NA UNIT WEIGHT (pc0:, NA~
OVERALL PLACEMENT LOCATION:
Elevator pit, bottom slab, Line B to C, 2.5 - 3
SAMPLE LOCATION: Same as above
REPORT OF TE~qT,q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. 0nches) TESTED
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
1 1 4.00 04/21/2003
1 2 4.00 05/12/2003
1 3 4.00 05/12/2003
1 4 4.00 06/09/2003
Technician: Arty Nickonov
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(I) City of Coppell Building Dept.
(1) Potter Concrete
7
28
28
56
113590
Started: 3:15pm Finished: 4:30pm
(1) Pacheeo Koch Consulting Engineers
(1) Engineering Analyst
(1) City of CoppelI Engineering Dept.
4020 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
repons 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 I of 1