Freeport NIP(7.0)-LR031013RoneEngineers
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 Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1 1
1
1
2
3
1 4
Freeport 10
p ort Parkway
Coppell, TX
4000 psi 28 Days
4 -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
6.0 10/10/2003
6.0
6.0
10/31/2003
10/31/2003
6.0 11/28/2003
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
Obtain samples of fresh concrete at the placement locations, perform field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq.
MIX DESIGN LD.: 7752
PLACEMENT DATE: 10/03/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:4Sam BATCH TIME: 5: 21 am
TEMPERATURE (F) AIR 59 F CONCRETE: 78 F
TRUCK NO: 101 TICKET NO: 560
AIR CONTENT 5.7 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Employee parking lot on west side of building
SAMPLE LOCATION: 140' north, 60' west from southwest
corner of office building area
AGE
(day
28
28
56
n.)
MAXIMUM
LOAD
(Ibs. force)
108220
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
196233
037333
10/03/2003
10/13/2003
Set 1 and 2 were damaged in the field by the contractor. Specimen 2 -1, 2 -2, and
2 -3 were the only cylinders testable from set 2. All cylinders in set 2 were
heavily damaged.
FRACTURE
TYPE
Unbonded Cap
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 6
Report No.: 196233
Project No.: 037333
Water added at site: 5 gallons
Client: Duke Realty Services, LP
RoneEngineers
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 Rene Engineers, Ltd.
01DD Page 2 of 6
RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in):
AIR 4% 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.
2 1
2 2
2 3
2 4
MEASURED
SLUMP DATE
(inches) TESTED
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
5.0 10/10/2003
5.0 10/31/2003
5.0 10/31/2003
5.0 11/28/2003
Water added at site: 5 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
TEMPERATURE (F) AIR
TRUCK NO: 1
AIR CONTENT 4.9
SAMPLE LOCATION:
REPORT OF TESTS
OVERALL PLACEMENT LOCATION:
Employee parking lot on west side of building
AGE
(days)
7
28
28
56
MAXDIIUM
LOAD
(lbs. force)
41470
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:
60 F CONCRETE: 76
TICKET NO: 568
UNIT WEIGHT (pct):
COMPRESSIVE
STRENGTH
(Psi)
1470
196233
037333
10/03/2003
10/13/2003
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.
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/03/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6:SOam BATCH TIME: 6:3lam
50' north, 60' west from southwest
corner of office area
F
NA
FRACTURE
TYPE
Unbonded Cap
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 6
RoneEngineers
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 REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
3 1
3 2
3 3
3 4
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.
Duke Realty Services, LP
Potter Concrete
On site
4000 psi 28 Days
4" 6"
4% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP DATE
(inches) TESTED
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
6.0 10/10/2003
6.0 10/31/2003
6.0 10/31/2003
6.0 11/28/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
92950
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:
196233
037333
10/03/2003
10/13/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/03/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED 7'40am BATCH TIME• 7
TEMPERATURE (F) AIR 60 F CONCRETE: 79 F
TRUCK NO: 1 TICKET NO: 577
AIR CONTENT 5.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Employee parking lot on west side of building
SAMPLE LOCATION: 105' west from southwest corner
of office building area
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3290 Unbonded Cap
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.
o1DD Page 4 of 6
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 testin g
samples back to the laboratory for curing and testing in accordance with applicable stand
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 4% 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.
MEASURED
SLUMP
(inches)
4 1 6.0
4 2 6.0 10/31/2003
4 3 6.0 10/31/2003
4 4 6.0
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT (W TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
10/10/2003
11/28/2003 56
Report No.:
Project No.:
Date of Service:
Report Date:
frMIX DESIGN I.D.: 7752
PLACEMENT DATE: 1 1 1 /2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:OSam BATCH TIME: 9:54am
TEMPERATURE (F) AIR 63 F CONCRETE: 80 F
TRUCK NO: 106 TICKET NO: 591
AIR CONTENT 5.2 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Employee parking lot on west side of building
AG
28
MAXIMUM
LOAD
(lbs. force)
102250
SAMPLE LOCATION: 75' south from southwest corner
of office area of building
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
196233
037333
10/03/2003
10/13/2003
strength samples and bring
COMPRESSIVE
STRENG
(p
FRACTURE
TYPE
Unbonded Cap
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.
o1DD Page 5 of 6
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 Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
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 1 4.75
5 2 4.75
5 3 4.75
5 4 4.75
Technician: Ryan Armstrong
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
4" 6"
4% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
DATE
TESTED
10/10/2003
10/31/2003
10/31/2003
11/28/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
Started: 4:30am
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/03/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:OOam
TEMPERATURE (F) AIR 66 F CONCRETE: 83 F
TRUCK NO:
AIR CONTENT 4.4
REPORT OF TESTS
OVERALL PLACEMENT LOCATION:
Employee parking lot on west side of building
SAMPLE LOCATION:
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq
28
56
Finished: 1:30pm
101 TICKET NO: 600
n.)
MAXIMUM
LOAD
(lbs. force)
120515
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:
196233
037333
10/03/2003
10/13/2003
BATCH TIME: 10:49am
UNIT WEIGHT (pcf): NA
140' south from southwest comer
of office area of building
COMPRESSIVE
STRENGT
(P
T AI
Jana
K. Cott atson, AET
CMT Operations Manager
FRACTURE
TYPE
Unbonded Cap
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 Roue Engineers, Ltd.
OIDD Page 6 of 6