Freeport NIP(7.0)-LR031028RoneEngineers
to
Client: Duke Realty Services, 1.1
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1 1 5.25
1 2 5.25
1 3 5.25
1 4
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 -138
ASTM C -39
MEASURED
SLUMP
(inches)
DATE
TESTED
10/06/2003
10/27/2003
10/27/2003
Hold
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
Freeport 10
500 Freeport Parkway
Coppell, TX
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
MIX DESIGN LD.: 7752
PLACEMENT DATE: 09/29/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED. 5'20am BATCH TIME: 5:01am
TEMPERATURE (F) AIR 57 F CONCRETE: 74 F
TRUCK NO: 108 TICKET NO: 500
AIR CONTENT (95): 4.6 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest entrance, 210' east, 180' south and 270' west
SAMPLE LOCATION: Northwest entrance, 50' south,
10' west
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
121885
142010
143635
Average
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
4310
5020
5080
5050
195426
037333
09/29/2003
10/28/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
(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.
01DD Page 1 of 3
RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
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.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in):
AIR
TEST METHOD: ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
CYLINDER
MARKED
SET NO.
3% 6% AIR CONTENT 5.5 UNIT WEIGHT (pcf): NA
MEASURED
SLUMP
(inches)
2 1 5.5
DATE
TESTED
10/06/2003
2 2 5.5 10/27/2003
2 3 5.5 10/27/2003
2 4
Hold
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/29/2003
WEATHER CONDITIONS• Clear
TIME SAMPLED: 7:20am BATCH TIME: 6:44am
TEMPERATURE (F) AIR 59 F CONCRETE: 82 F
TRUCK NO: 101 TICKET NO: 510
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest entrance, 210' east, 180' south and 270' west
SAMPLE LOCATION: Northwest entrance, 60' east,
15' south
AGE
(days)
7
28
28
MAXIMUM
LOAD
(1bs. force)
117775
137805
134620
Average
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
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
4160
4870
4760
4820
195426
037333
09/29/2003
10/28/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
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(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.
01DD Page 2 of 3
RoneEngineers
or
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Obtain samples of fresh concrete at the placeme nt locations, perform required field testing, cast
samples back to the laboratory for curing and tes ting in accordance with applicable standar
ds.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 1 5.5
3 2 5.5
3 3 5.5
3 4
Technician: Shawn Deal
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
4000 psi 28 Days
3" 3-511
3% -6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
10/06/2003
10/27/2003
10/27/2003
Hold
CONCRETE COMPRESSIVE STRENGTH TEST
co r
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/29 2113
REPORT OF TESTS
Started: 4:30am
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:30=1 BATCH TIME: 8: S 8 am
TEMPERATURE (F) AIR 70 F CONCRETE: 78 F
TRUCK NO: 101 TICKET NO: 520
AIR CONTENT 5.4 UNIT WEIGHT (pef): NA
OVERALL PLACEMENT LOCATION:
Northwest parking from northwest entrance, 210' east, 180' south and 270' west
SAMPLE LOCATION: Northwest entrance, 50' south,
150' east
AGE
(days)
7
28
28
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. inspections
133335
132770
Average
Finished: 10:30am
MAXIMUM
LOAD
(Ibs. force)
105520
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
Report No.:
Project No.:
Date of Service:
Report Date:
e strength samples and bring
COMPRESSIVE
STRENGTH
(psi)
3730
195426
037333
09/29/2003
10/28/2003
K. Scott Watson, AET
CMT Operations Manager
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
•III 1 f 1 A ,.1 •.I. J• lin 1, •J .1 II IP Plip PP
(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.
01DD Page 3 of 3