Freeport NIP(8.0)-LR050225Client:
Project:
Services:
neers
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
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Freeport XI & XII ~
Coppell, Texas
Report No.: 226913
Project No.: 049245
Date of Service: 01/26/2005
Report Date: 02/25/2005
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive sixength 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~rrRAcrog: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
4" - 6"
3%-5%
ASTM C-172
ASTM C-31
ASTM C- 143
ASTM C-231
ASTM C-1064
ASTM C- 1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 7752 SLUMP
PLACEMENT DATE: 01/26/2005 (inches)
WEATHER CONDITIONS: Clear 5.25
TIME SAMPLED: 3:30am BATCH TIME: 2:55am
TEMPERATURE (F)- AIR 46 V CONCRETE: 66 E
TaUCK ~O: 1827 TICK~TNO: 782207
AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): NA
OVERALL pLACEMENT LOCATION:
Paving, south side Building XI drive around, parking southwest comer of Building 53
(blockouts), east side Building XI
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
120' east, 20' north from southwest
comer
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 I 02/02/2005 7 6.00 28.26 111090 3930 Unbonded Cap
1 2 02/23/2005 28 6.00 28.26 136840 4840 Unbonded Cap
1 3 02/23/2005 28 6.00 28.26 137370 4860 Unbonded Cap
Average 4850
1 4 Hold
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 feataire of similar subject matter provided by persons or conditions over which we have no control. Our letters and
repo~s 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 I of 5
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
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 226913
Project No.: 049245
Date of Service: 01/26/2005
Report Date: 02/25/2005
Project:
Freeport XI & XII
Coppell, Texas ~~
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compr~treng xnple;~nd bring
samp|esbackt°thelab°rat°ryf°rcuHngandtesti~§i:~cc°r~:c;wi:::lilablestandards'~ j
MIX BESmN ED.: 7752 /~t//~/l~ .
MEASURED
PLACEMENTOATE: 01/26/20(~i~,~__/ SLUMP(inch.)
WEATHER CONDITIONS: Clca~ ~ 6.0
TIME SAMPLED: 5~30~Lm BA%TCH TIME: 4:10~3rl
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
4" - 6"
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C- 1231
ASTM C-39
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
TEMPERATURE (17). AIR 46 F CONCRETE: 64 F
TRUCK NO: 1840 TICKET NO: 782216
AIR CONTENT (%): 4.9 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving, south side Building XI drive around, parking southwest comer of Building
(blockouts), east side Building XI
SAMPLE LOCATION:
REPORT OF TESTS
100' west, 30' north from southeast
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (scl.in.) (lbs. force) (psi) TYPE
2 1 02/02/2005 7 6.00 28.26 97450 34~ Unbonded Cap
2 2 02/23/2005 28 6.00 28.26 124760 ~ Unbonded Cap
2 3 02/23/2005 28 6.00 28.26 124150 Unbonded Cap
Average
2 4 Hold
Water added at site: 5 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 maiter provided by persons or conditions over which we have no control. Our lc'acrs and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fi~ll without the wrltl, en approval of Rone Engineers, Ltd.
01SS Page 2 of 5
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
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Report No.: 226913
Project No.: 049245
Date of Service: 01/26/2005
Report Date: 02/25/2005
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive stxength 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
4" - 6"
3% - 5%
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 M~ASURED
PLACEMENT DATE: 01/26/20~ SLUM~(inches)
WEATHER CONDITIONS: C~ ~ ] 5.75
IIMESAMI'LED: 7:00am/~ BA~TIME: 6215am
TEMPEP, ATVRE {E) - AIR ,~ ~, ~NC~Em 66
TRUCKNO: I l lqYrN°: 782225
AIR CONTENT ('/.l:
OVERALL PLACEMENT ~O~l~N
parking southwest comer of Building
Paving, south side Building ~ive
(btockoats), east side Buildin~
SAMPLE LOCATION: ~0' west, 40' north from southeast
comer
REPORT OF TESTS
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
3 1 02/02/2005 7 6.00 28.26 106250 ~ Unbonded Cap
3 2 02/23/2005 28 6.00 28.26 129960 ~ Unbonded Cap
3 3 02/23/2005 28 6.00 28.26 129500 Unbonded Cap
Average 4590
3 4 Hold
Water added at site: 5 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for vahation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject mailer provided by persons or conditions over which we have no control. Our lc'acrs 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 3 of 5
Client:
ineers
Duke Realty Services, LP
Mr. Brian Sa'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.: 226913
Project No.: 049245
Date of Service: 01/26/2005
Report Date: 02/25/2005
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: Southern Star
pIA~rr: 27
SPECIFICATION REQUIREMENTS
STRENGTm 4000 psi ~ 28 Days
SLUMP (in): 4" - 6"
TEST METHOD: ASTM C-172
ASTM C-31 ~,~-~ 9 ~.2
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C- 1231
ASTM C-39
MEASURED
MIX DESIGN 1.D.: 7752 SLUMP
PLACEMENT DATE: 01/26/2005 (inch.)
WEATHER CONDITIONS: Clear 7.0
TI~MESAMPLED: 9:15am BATCHTIME: 8:50ali1
TEMPERATURE (F)- AIR 54 F CONCRETE: 67 F
TmJOCNO: 8 TICK~TNO: 782238
AIR CONTENT (%): 5.0 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving, south side Building XI drive around, parking southwest comer of Building )~
Colockouts), e~st side Building Xl
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER
SET NO. TESTED (days) (inches)
,60'~/rth from southwest
~ COMPRESSIVE
AREA STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
4 1 02/02/2005 7 6.00 28.26 97470 3450 Unbonded Cap
4 2 02/23/2005 28 6.00 28.26 120430 ~2~ Unbonded Cap
4 3 02/23/2005 28 6.00 28.26 122190 C~ Unbonded Cap
Average
4 4 Hold
Water added at site:
15 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 mat~er provided by persons or conditions over which we have no con~'ol. Our Ie~ers and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in f~ll without the written approval of Rone Engineers, Ltd.
01SS Page 4 of 5
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
Report No.: 226913
Project No.: 049245
Date of Service: 01/26/2005
Report Date: 02/25/2005
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:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
4" - 6"
3%-5%
ASTM C-172
ASTM C-31
ASTM C- 143
ASTM C-231
ASTM Co1064
ASTM C- 1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 7752 SLUMP
PLACEMENT DATE: 01/26/2005 (inches)
WF~.THER CONDITIONS: Clear 5.5
TIME SAMPLED: ll:lSam BATCHTIME: 10:03am
TEM~'ERATURE (F) - Am 64 F CONCRETE: 68 F
mVCK NO: 1015 TIC~T NO: 782248
AIR CONTENT (%): 5.0 UNIT WEIGHT (pcl): NA
OVERALL PI,ACEMENT LOCATION:
Paving, south side Building XI drive around, parking southwest comer of Building XI
(blockouts), east side BuiIdthg X1
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
30' west. 15' south from northeast
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
5 I 02/02/2005
5 2 02/23/2005
5 3 02/23/2005
5 4 Hold
Technician: Nathan Witherell
Report Distribution:
(1) Duke Realty Services, LP
(I) Extranet
(1) City of Coppell
(1) City of Coppall
DIAM~TER
(inches)
7 6.00
28 6.00
28 6.00
Started: 2:30am
MAXIMUM COMI'RESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
28.26 1241d~ 4390 Unbonded Cap
28.26 ~1301l'~"~ '~:~ C Unbonded Cap
28.26 ~/B127J ~ Unbonded Cap
5350
Finished: "1:00pm ~
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 mat~er provided by persons or conditions over which we have no control. Our letters and
tepom a~ 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 5 of 5