Freeport NIP(8.0)-LR041020Client:
ineers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
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
Report No.: 218756
Project No.: 049245
Date of Service: 09/20/2004
Report Date: 10/20/2004
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
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: SouthelTl Star
PLANT: 27
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
5" - 7"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 9337
PLACEMENT DATE: 09/20/2004
WEATHER CONDITIONS: Clear
TIMESAMI'LED: 3:05pm BATCHTIME: NA
TEMPERATURE (F) - AIR 92 V CONCRETE: 93 E
TRUCK NO: 924 TICKET NO: 362554
AIR CONTENT (%): NA t~rr WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Piers: see report #218755
MEASURED
SLUMP
(inches)
6.0
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
B~3/B-4/B-5/B-6
CYI. INDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
! 1 09/27/2004 7 6.00 28.26 97470 3450 Unbonded Cap
1 2 10/18/2004 28 6.00 28.26 129250 4570 Unbonded Cap
1 3 10/18/2004 28 6.00 28.26 127380 4500 Unbonded Cap
Average 4540
1 4 Hold
See report 4218755 for technician time.
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.
)IHG Page 1 of 2
Report No.: 218756 RoneEngineem
Project No.: 049245 Client: Duke Realty Services, LP
Water added at site:
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(1) City of Coppell
(1) City of Coppell
5 gallons
Started: Finished:
, t K. Scott Watson, 3~ET CMT Operations Manager
LIMITATIONS: The test results p~sented herein were prepared based upon the specific samples provided for testing. We assume no r~sponsibility 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.
01HG Page 2 of 2
'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:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 218844
Project No.: 049245
Date of Service: 09/21/2004
Report Date: 10/20/2004
Project: Freeport XI & XII
Coppell, Texas
Services: 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 teeing in accordance with applicable standards.
STRENGTH:
SLUMP (in):
AIR (%}:
TEST METHOD:
CONTR~CTOm Duke Construction
CONCRETE SUPPLIER: Southern Stat
?L~¥r: 29
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
5" - 7"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 933 7
?LACEMENT DATE: 09/21/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 4:15pm BATCH TIME: NA
TEMPERATURE (F)- AIR 89 F CONCRETE: 92
THUCK NO: 1885 TICRET NO: 371332
AIR CONTENT (%): NA ~rr WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Piers: sec report #218843
MEASURED
SLUMP
(inches)
7.0
SAMPLE LOCATION:
REPORT OF TESTS
.... x 12"
Concrete Compressive Cyhnder 6
D-8/D-7/D-6/D-5
MAXIMUM COMPRESSIVE
CYLINDER
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) Obs. force) (psi) TYPE
1 1 09/28/2004 7 6.00 28.26 87660 3100 Unbonded Cap
1 2 10/19/2004 28 6.00 28.26 113460 4010 Unbonded Cap
1 3 10/19/2004 28 6.00 28.26 109720 3880 Unbonded Cap
Average 3950
1 4 Hold
See report #218843 for technician time.
LIMITATIONS: The test results presented herein were prapawd 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 mat~er 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 f~11 without the written approval of Rone Engineers, Ltd.
n~ Page 1 of 2
~.eport No.: 218844
?roject No.: 049245 Client: Duke Realty Services, LP
Water added at site: 10 gallons
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
( 1 ) Extranet
(1) City of Coppell
(1) City of Coppell
Started: Finished:
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 maner provided by persons or conditions over which we have no contxoL 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,
0IHG Page 2 of 2