Freeport NIP(7.0)-LR031021Ro gin
vs
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQU
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
Duke Realty Services,
Potter
On site
IRE
MENTS
4000 psi 28 Days
5" maximum
3% -6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
Water added at site: 10 gallons
LP
MEASURED
SLUMP DATE
(inches) TESTED
4.0 09/29/2003
4.0 10/20/2003
4.0 10/20/2003
1 4 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
Report No.:
Project No.:
Date of Service:
Report Date:
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 I.D.: 7752
PLACEMENT DATE: 09/22/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:2Oam BATCH TIME: 4:45am
TEMPERATURE (F) AIR 70 F CONCRETE: 80 F
TRUCK NO: 114 TICKET NO: 348
AIR CONTENT (90): 4.5 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Parking lot, southwest comer of building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SAMPLE LOCATION: 10' north, 10' west of southwest
corner of building
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
123575
145580
146610
Average
COMPRESSIVE
STRENGTH
(psi)
4370
194925
037333
09/22/2003
10/21/2003
5150
5180
5170
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
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.
01DD Page 1 of 5
Ro i n
Client: Duke Realty Services, LP
Attn: Mr Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
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.
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
3% -6%
ASTM C -172
ASTM 031
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
2 4 Hold
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/22/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6:OOam BATCH TIME: 5:41am
TEMPERATURE (F) AIR 70 F CONCRETE: 81 F
TRUCK NO: 113 TICKET NO: 356
AIR CONTENT 4.0 UNIT WEIG
OVERALL PLACEMENT LOCATION:
Parking lot, southwest corner of building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MEASURED
SLUMP DATE
(inches) TESTED
4.5 09/29/2003
4.5 10/20/2003
4.5 10/20/2003
SAMPLE LOCATION: 50' west, 30' no thwest
corner of building
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
125510
151560
155370
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)
4440
194925
037333
09/22/2003
10/21/2003
5360
5490
5430
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
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.
01DD Page 2 of 5
RoneEngineers
Client: Duke Realty Services, LP
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: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR( 3% 6
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 1
3 2
3 3
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.
MEASURED
SLUMP
(inches)
5.0
5.0
5.0
3 4 Hold
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN LD.: 7752
PLACEMENT DATE: 09/22/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:OOam BATCH TIME: 6:4Oam
TEMPERATURE (F) AIR 68 F CONCRETE: 82 F
TRUCK NO: 101 TICKET NO: 366
AIR CONTENT 4.7 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Parking lot, southwest corner of building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28 27 sq in.)
DATE
TESTED
09/29/2003
10/20/2003 28
10/20/2003 28
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:
194925
037333
09/22/2003
10/21/2003
SAMPLE LOCATION: 100' north, 50' west of southwest
comer of building
AGE
(days)
7
MAXIMUM
LOAD
(lbs. force)
107085
132810
131830
Average
COMPRESSIVE
STRENGTH
(psi)
3790
4700
4660
4680
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
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.
01DD Page 3 of 5
Ro =Min
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR (%n):
TEST METHOD:
CYLINDER
MARKED
SET NO.
4 1
4 2
4 3
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
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)
4.5
4.5
4.5
DATE
TESTED
09/29/2003
10/20/2003
10/20/2003
4 4 Hold
Water added at site: 10 gallons
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
136160
135380
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (PW)
108145 3820
194925
037333
09/22/2003
10/21/2003
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.
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/22/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7'50a111 BATCH TIME: 7:32am
TEMPERATURE (F) AIR 70 F CONCRETE: 80 F
TRUCK NO: 1 TICKET NO: 376
AIR CONTENT 5.1 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Parking lot, southwest corner of building
SAMPLE LOCATION: 125' west, 10' north of southwest
corner of building
4820
4790
4810
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
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 Rolle Engineers, Ltd.
01DD Page 4 of 5
Ro sin
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
CONCRETE COMPRESSIVE STRENGTH TEST
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:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5 4
MEASURED
SLUMP
(Inches)
5 1 5.0
5 2 5.0
5 3 5.0
Technician: Lanny Gist
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
5" maximum
3 -6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
09/29/2003
10/20/2003
10/20/2003
Hold
PROJECT DATA
MIX DESIGN 1A.: 7752
PLACEMENT DATE: 09/22/2003
WEATHER CONDITIONS Clear
TIME SAMPLED: 9:OSam BATCH TIME: 8:24am
TEMPERATURE (F) AIR 72 F CONCRETE: 82 F
TRUCK NO: 101 TICKET NO: 386
AIR CONTENT (9o): 4.7
Started: 5:30am
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
OVERALL PLACEMENT LOCATION:
Parking lot, southwest corner of building
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rollaway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
194925
037333
09/22/2003
10/21/2003
UNIT WEIGHT (pcf): NA
SAMPLE LOCATION: 150' west, 75' north of southwest
corner of building
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
103300
125835
128440
Average
Finished: 10:30am
COMPRESSIVE
STRENGTH
(Psi)
3650
4450
4540
4500
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
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 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.
01DD Page 5 of 5