Freeport NIP(8.0)-LR041214Client:
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) 6~0-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 222645
Project No.: 049245
Date of Service: 11/11/2004
Report Date: 12/14/2004
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:
SLUM]' (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: South¢lTl Star
pL.orr: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 5"
NA
ASTM C-172
AS TM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
~ DESIGN LD.: 9349
PrnCE~iEwr DATE: 11/11/2004
WEATHER CONDITIONS: Cloudy
TLME SAMPLED: 6:45am BATCH r~m: 6:10am
TEMPERATURE &)- Am 57 v CONCRETE: 74 V
TRUCK NO: 8 TICKET NO: 756509
AIR CONTENT (%): NA t~T WEIGHT (pc0: NA
OVER.4J~L PLACEMENT LOCATION:
Freeport X~, Panels at SW 1 and 2, 13, 15, 19, 24, 34
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Panel 13
MEASURED
SLUM~
(inchcs)
5.0
CYLINDER M3XIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) 0nches) ($q.in.) Obs. force) (psi) TYPE
I 1 11/I 8/2004 7 6.00 28.26 112200 3970 Unbonded Cap
1 2 12/09/2004 28 5.99 28.17 159060 5640 Unbonded Cap
I 3 12/09/2004 28 5.99 28.17 160660 5700 Unbonded Cap
Average 5670
1 4 Hold
Water added at site: 5 gallons
LIMITATIONS: Thc test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation m quality .
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no conlxol. Our letters and
reports are for thc exclusive use of thc clients to whom they arc addressed and shall not be reproduced except in full without the written approval of Ronc Engineers, Ltd.
01SS Page I of 2
Client:
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
Services:
Report No.: 222645
Project No.: 049245
Date of Service: 11/11/2004
Report Date: 12/14/2004
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
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Sou~lerll Star
PLier: 27
Se~Ct~ICATION REQvm~Mpyrs
4000 psi ~ 28 Days
STRENGTH:
SLUMP (in):
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
MIX DESIGN LD.: 9349
ei~ACEMp~rr DATE: 11/11/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 8:45am BATCHTIME: 7:29am
TEMPERATURE (F)- AIR 57 F CONCRETE: 71 F
TEUCKNO: 931 TICKer NO: 756517
nm co.rEar (%): NA ~ WEIGHT (pef): NA
OVERALL pLACEMENT LOCATION:
Freapon )3I, Panels at SW 1 and 2, 13. 15, 19, 24, 34
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Panel 34
MEASURED
SLUMP
(inches)
5.5
CYLINDER
MARKED DATE
SET NO. TESTED
2 1 11/18/2004
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (inches) (sq.in.) (lbs. force)
7 6.00 28.26 91000
COMPRESSIVE
STRENGTH FRACTURE
(oal) YY~E
3220 Unbonded Cap
2 2 12/09/2004
2 3 12/09/2004
28 5.99 28.17 126850
28 5.99 28.17 126940
Average
4500 Unbonded Cap
4500 UnbondedCap
4500
2 4 Hold
Water added at site:
Technician: Scott Mitchell
Report Distribution:
(1) Duke Realty Services, LP
( 1 ) Extranet
(1) City of Coppall
(1) City of Copper
10 gallons
Started: 5:15am
Finished: ll:lSam
K. Scott Watson, AET
CMT Operations Manager
LIMYfATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation m quality
(composition, appoatance, performance, ere.) or any othe~ feature of shnilar subject matter provided by persons or conditions over which we have no control. Our l=tte~s 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 2 of 2
Client:
ineers
Duke Realty Services, LP
Mr. Brian Su'aley
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.: 223712
Project No.: 049245
Date of Service: 12/03/2004
Report Date: 12/14/2004
Obtain samples of fi'esh concrete at the placemem 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:
co~rrRAcroR: Duke Construction
CONCRETE SUPPLIER: Southern Star
pLaNT: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
3% - 6%
ASTM C-172
ASTM C-3 l
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 7723
PLACEMENT DATE: 12/03/2004
WEATHER CoN~mONS: Sunny
TIME SAMPLED: 9:45am BATCHTIME: NA
TEMPERATURE (F) - AIR 45 F CONCRETE: 60 F
TRUCK NO: 1883 TICKET NO: 761468
Am CONTErcr (%): 4.5 cr~rr WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Freeport Parkway turn lane at the north end of Building XII
MEASURED
SLUM]'
(inches)
4.0
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Northbound side, 125' south of
entrance centerline
CYLINDER
MARKED DATE AGE DIAMETER
SET NO. TESTED (days) (inches)
1 I 12/10/2004 7 6.00
1 2 12/31/2004 28 0.00
1 3 12/31/2004 28 0.00
1 4 Hold
Technician: Bobby Robinson
Report Distribution:
(1) Duke R~Ity So.ices, LP
(1) ExWanet
(1) City of Coppoll
(1) Cily of Coppoll
Started: 8:45am
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
28.26 110160
0.00
0.00
Finished: 1 l:00am
3900 Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: Thc test resul~ presented h~rein were prepared based upon the specific samples provided for t~sting. We assume no responsibility for variation m quality
(composition. appearance, performance, etc.) or any other fcatare of similar subject matter provided by persons or conditions over which we have no conmal. Our letters and
reports are for the exclusive use of thc clients to whom they are addressed and shall not be reproduced except in full without the wrirten approval of Rone Engineers, Ltd.
01SS Page 1 of 1
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Li~e Rd., Ste 360
Dallas TX 75254
;rs
Project: Freeport XI & XII
Coppell, Texas
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Fort Worth, IX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 223673
Project No.: 049245
Date of Service: 12/03/2004
Report Date: 12/14/2004
Services:
Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive s~'ength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (i.):
AIR (%):
TEST METHOD:
COmmACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
pLnlvr: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
3" o $"
NA
ASTM C-! 72
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
MIX DESIGN LO.: 9349
PLACEMENT DATE: 12/03/2004
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 7:30am BATCH T~: NA
TEMPERATURE (F)- AIR 45 F CONCRETE: 55 F
T~VCH NO: 1020 TIC~rT NO: 761461
Am CO~TENT (%): NA V~X WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Building XI leave-out bctwcen gfidlmes A/i 1.3 to A/5.2
MEASURED
SLUMI'
(inches)
$.0
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Leave-out at gfidline A/9.1
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 12/10/2004
AGE
(days)
7
1 2 12/31/2004 28
1 3 12/31/2004 28
1 4 Hold
Technician: Bobby Robinson
Report Distribution:
(1) Duke Realty Scm'ices, LP
(1) City of Coppell
(1) City of Coppell
MAXIMUM COMFRESSIVE
DIAMETER AREA LOAD STRENGTH FRA~
(inches) (sq.iu.) (lbs. force) ' (psi) TYPE
6.00 28.26
0.00 0.00
0.00 0.00
126920
Started: 7:00am Finished: 8:lSam
4490 Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: The test results preseated 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 cthet feature of simila~ subject matter provided by persom or conditions over which we have no control. Our letters and
repom 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 I