Freeport NIP(8.0)-LR050301ineers
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
-- 0~' . 227103
Client: Duke Realty Services, LP ~TJ~ /~ ~ Report No.:
Mr. Brian Sitaley ~ '" ~,s,.[] ,jr Project No.: 049245
5495 Belt Line Rd., Ste 360 ,,~ ,' ~'~ ~' Jf ~of Service: 01/29/2005
Dallas TX 75254 _ ~ f~' ..,,,,'"~e~rt Date: 03/01/2005
Project: Freep°rt XI & XIID / //J /
Coppell, Texas -- '~ /
/
Services: Obtain samples of fresh concrete at the placement Iocations~red fiel~esting, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applica~e stand~cls.
PROJECT DATA~
co c o ,
CONCRETE SUPPLIER: Southern Star (inches)
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
PLANt: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 8:15aril BATCH TIME: 7:554m
TEMPERATURE (F)- AIR 49 F CONCRETE: 63 F
TRUCKNO: 923 XIC~,~TNO: 782295
AIR CONTENT (%): 4.8 UNIT WEIGHT (pcl): NA
OVERALL PLACEMENT LOCATION:
Paving, en'ayway 10' north. 45' east from northeast comer of Building I 1
5.25
SAMPLE LOCATION:
REPORT OF TESTS
25' east, 25' south fi.om northeast
comer of Building 11
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 02/05/2005 7 6.00 28.26 134300 4750 Unbonded Cap
1 2 02/26/2005 ~"~/ 6.00 28.26 178400 ~ Unbonded Cap
1 3 02/26/2005 ~ 6.00 28.26 170950 ~ Unbonded Cap
Average 6180
1 4 Hold
LIMITATIONS: The test results presented herein were prep0red 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.
:)ISS Page 1 of 3
Client:
ineers
Duke Realty Services, LP
Mr. Brian Slxaley
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.: 227103
Project No.: 049245
Date of Service: 01/29/2005
Report Date: 03/01/2005
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 testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southerll Star
PtANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUM? (in):
AIR (%):
TEST METHOD:
4000 psi ~ 28 Days
Y' - 5"
3% - 6%
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.: 7752 MEASURED
SLUMP
PLACEMENT DATE: 01/29/2005 (inches)
W~ATHER COm>ITIONS: Cloudy 5.0
TIME SAMPLED: 9:30am BATCHTIME: 9:05am
TEMEERATURE (F) - AIR 52 F CONCRETE: 65 F
TRUCK NO: 1827 TICKET NO: 782307
AIR CONTENT (%): 5.3 UNIT WEIGHT (pcO: NA
OVERALL PI~ACEMENT LOCATION:
Paving, enlxyway 10' north, 45' east from no~ea~ co~lker of Building~i~~,'
SAMPLE LOCATION: 15' north, 20' eaat, qrom northeast
REPORT OF TESTS comer of Building 11
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) T~PE
2 1 02/05/2005 7 6.00 28.26 146470 5180 Unbonded Cap
2 2 02/26/2005 28 6.00 28.26 ~030 6930 Unbonded Cap
2 3 02/26/2005 28 6.00 28.26 ~k95}90 6920 Unbonded Cap
ge 6930
2 4 Hold
LIIvffrATIONS: 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, ete.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letturs and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except th f~ll withom the written approval of Rone Engineers, Ltd.
~ISS Page 2 of 3
ineers
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
Mi'. Brian Slraley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Report No.: 227103
Project No.: 049245
Date of Service: 01/29/2005
Report Date: 03/01/2005
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 testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
com~,nCrOR: Duke Construction
CONCRETE SUPPLIER: Southcrll Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-I064
ASTM C- 1231
ASTM C-39
MIXDESIGN I.D.: 7752
PLACEMENT DATE: 01/29/2005
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 10:20a111 BATCHTIME: 9:55am
TEMPERATURE (F) - AIR 52 F CONCRETE: 66 v
TRUCKNO: 1827 TICKET No: 782315
AIR CONTENT (%): 5.1 UNITWEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving, entryway 10' north, 45' east fi-om northeast comer of Building 11
SAMPLE LOCATION: 35' east, 95' north from northeast
REPORT OF TESTS corner of Building 11
MEASURED
SLUMP
(inches)
5.5
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE
SET NO. TESTED
3 1 02/05/2005
3 2 02/26/2005
3 3 02/26/2005
3 4 Hold
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(1) City of Coppelt
(I) City of Coppell
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH FRACTURE
(days) (inches) (sq.in.) (lbs. force) (psi) TYPE
7 6.00 28.26 113450 4010 Unbonded Cap
28 6.00 28.26 151500 5360 Unbonded Cap
28 6.00 28.26 152070 5380 Unbonded Cap
Average 5370
Started: 8:00am
Finished: l l:30am
· K -Soott
CMT Operations Manager
LIMITATIONS: The ~:st 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.
~ISS Page 3 of 3