Freeport NIP(8.0)-LR041116RoneEng!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 S~'aley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 222287
Project No.: 049245
DateofService: 11/08/2004
Report Date: 11/16/2004
Project: Freeport XI ~X.~,,,.,~,,~ f" /
Services: Obtain samples of fresh concrete at the pl6cement locations, perform reqmred field teshng, cast compressive
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
strength samples and bring
CONTRACTOR: Duke Construction ,~ ~, MIX DESIGN I.D.: 9349
CONCRETESUPI'UER: SouthemStar ,~/t /At/. ~LACEMENTDAT£: 11/08/2004
~ ' ~'EATHER CONDITIONS: Sunny
PLANW: 27 / / g ~,ME SAILED: 5:00am BATCHTIME:4:35~
SPECIFICATION REQUmEMENTS
SlaENGTm 4000 psi ~ 28 ~ys JTE~E~TImE (FI-AIa 67 F CONC~TE: 73
SLUMP(in): 5" m&ximum TRUCKNO: 1883 T1C~TNO: 756376
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
AIR CONTENT (%): NA UNITWEIGHT(pc~: NA
OVERALL PLACEMENT LOCATION:
Panels 12, 16, 17, 20, 21, 22, 25, 26, 27, 28, 29, 30, 31, 39
SAMPLE LOCATION: Panel 28
REPORT OF TESTS
MEASURED
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 11/15/2004 7 6.00 28.26 134050 4740 Unbonded Cap
1 2 12/06/2004 28 0.00 0.00 Unbonded Cap
1 3 12/06/2004 28 0.00 0.00 Unbonded Cap
1 4 Hold
Water added at site: 20 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.
01SS Page 1 of 3
n ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Forl 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., Sic 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Services:
Report No.: 222287
Project No.: 049245
Date of Service: 11/08/2004
Report Date: 11/16/2004
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: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
5" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-123 I
ASTM C-39
exeepl 912
MIX DESIGN I.D.: 9349
PLACEMEN~F DATE: 11/08/2004
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 6:30am BATCHTIME: 5:45aln
TEMPEP~4,TURE (F) - AIR 67 F CONCRETE: 76 F
TRUCK NO: 923 T1CKET NO: 756389
AIR CONTENT (%): Nh UNITWEIGHT(pcf): Nh
OVERALL PLACEMENT LOCATION:
Panels 12, 16, 17, 20, 21,22, 25, 26, 27, 28, 29, 30, 31, 39
SAMPLE LOCATION: Panel 21
REPORT OF TESTS
MEASURED
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE
SET NO. TESTED
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH FRACTURE
(days) (inches) (sq.in.) (lbs. force) (psi) TYPE
2 I 11/15/2004 7 6.00 28.26
2 2 12/06/2004 28 0.00 0.00
2 3 12/06/2004 28 0.00 0.00
2 4 Hold
Water added at site: l0 gallons
119830 4240 Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented heroin 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.
IISS Page 2 of 3
gineers
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
Project: Freeport XI & XI1
Coppell, Texas
Services:
Report No.: 222287
Project No.: 049245
Date of Service: 11/08/2004
Report Date: 11/I6/2004
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back 1o the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASYM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 1 1/08/2004
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 8:lSaln BATCHTIME: 7:26am
TEMPERATURE (F)-AIR 69 F CONCRETE: 75 F
TRECK NO: 8767 TICRET NO: 756399
AIR CONTENT (%): NA UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Panels 12, 16, 17, 20, 21,22, 25, 26, 27, 28, 29, 30, 31, 39
SAMPLE LOCATION: Panel 16
REPORT OF TESTS
SLUMP
(inches)
5.0
Concrete Compressive Cylinder 6" x 12"
C5%ENDER
MARKED DATE
SET NO. TESTED
3 I 11/15/2004
3 2 12/06/2004
3 3 12/06/2004
3 4 Hold
Nater added at site:
Technician: Scott Mitchell
Report Distribution:
(I) Duke Realty Services, LP
(1) Ex'tran¢t
(1) City of Coppell
(1) City of Coppell
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (inches) (sq.in.) (lbs. force)
7 6.00 28.26
28 0.00 0.00
28 0.00 0.00
15 gallons
Started: 3:15am
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
119040
4210 Unbonded Cap
Unbonded Cap
Unbonded Cap
Finished: 10:15am
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 responsibifily 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 le~ers 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 ,~ritten approval of Rone Engineers, Ltd.
I1SS Page 3 of 3