Freeport NIP(7.0)-LR030819RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
Page 1 of 2
Freeport 10
500 Freeport Parkway
Coppell, TX
Reinforcing Steel Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform Reinforcing Steel Inspection. The results are attached.
Technician Time: 2:OOpm 3:OOpm
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
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 OF REINFORCING STEEL INSPECTION
Report No.:
Project No.:
Date of Service:
Report Date:
192611
037333
08/14/2003
08/19/2003
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.
99DD Page 1 ofl
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Placing Drawings
Approved
4.-
Bar Length
and Shape
Tied Sea Properly
Spaced
and p
Bar Size
L/'
Proper Bar Placement
Stirrup Spacing and Type
Bar Grade
Gi'
Properly Tied
L.---
Lapped Splices
1.----
Bars Clean
4/
Dowel Bars in Place
V
Welded Splices
Form Clean
L,i
Proper Bar Supports
Mechanical Splices
Number Bars
L/
Proper Cover
RoneEngineers
to
A LEIGH COMPANY
Client. Aike
Project: t r eepons /o
8908 Ambassador Row
Dallas, Texas 75247
(214) 630 -9745
Report of
Reinforcing Steel Inspection q
Report No.: /2
Project No.: 03 7 33 3
Date of Service: y- 0 3
Page of
Inspector's Signature: J.6;3-' Time: 2001/n to 2 :3ap,..
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided taunting. We assume no responsibility for variation in quality (composition
appearance. performance, rte.) 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 Pone Engineers, Inc.
121 North Rayner
Fort Worth, Texas 76111
(817) 831 -6211
Locations and Items Inspected: 4951 gnat W"/ t4/ 2)t4y per ✓4- J Z f'
6;de of Aldo
Discrepancies Comments: (/c7,7 '/r 4e' gdeicki a'v ;p1 Vie rP7° /ha P/n Pit
Client/Contractor Signature: Client/Contractor Copied with Results: Yes No
RoneEngineers
A LEIGH COMPANY
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):
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.
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)
DATE
TESTED
1 1 4.0 07/28/2003
1 2 4.0 08/18/2003
1 3 4.0 08/18/2003
1 4 Hold
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
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:
191074
037333
07/21/2003
08/19/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:2Oam BATCH TIME: 7:07am
TEMPERATURE (F) AIR 78 F CONCRETE: 89 F
TRUCK NO: 101 TICKET NO: 117349
AIR CONTENT 3.1
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line S to Z
SAMPLE LOCATION: 15' east, 10' north of southwest
corner
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
96080
120135
119900
Average
UNIT WEIGHT (pcf): NA
COMPRESSIVE
STRENGTH
(Po)
3400
4250
4240
4250
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 6
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
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: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
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
07/28/2003
08/18/2003
08/18/2003
2 4 Hold
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:2Oam
TEMPERATURE (F) AIR
TRUCK NO: 102
AIR CONTENT 3.4
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
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:
191074
037333
07/21/2003
08/19/2003
BATCH TIME: 8:12am
80 F CONCRETE: 89 F
TICKET NO: 117359
UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line S to Z
SAMPLE LOCATION: 4b' easl, 4 south
corner
MAXID UM
LOAD
(ibs. force)
87220
115180
113465
Average
est
COMPRESSIVE
STRENGTH
(psi)
3080
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
bonded 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 6
RoneEngineers
s
A LEIGH COMPANY
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.
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
On site
IRE
MENTS
4000 psi 28 Days
5" maximum
3 %a -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
4.0 07/28/2003
4.0 08/18/2003
4.0 08/18/2003
4.0
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
TEMPERATURE (F) AIR
TRUCK NO: 104
AIR CONTENT 3.0
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:3Oam BATCH TIME: 9:12am
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
114650
111045
Average
Does not comply with specified strength.
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:
191074
037333
07/21/2003
08/19/2003
82 F CONCRETE: 89 F
TICKET NO: 117368
UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line 5 to Z
SAMPLE LOCATION: 125' east, 20' north of southwest
comer
COMPRESSIVE
STRENGTH
(Po)
91340 3230
4050
3930
3990
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
09/15/2003 56 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.
OIDD Page 3 of 6
RoneEngineers
A LEIGH COMPANY
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: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR (%n): 3% 6%
TEST METHOD: ASTM C -172
ASTM C -31
CYLINDER
MARKED
SET NO.
Duke Realty Services, LP
Potter
On site
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
DATE
TESTED
4 1 5.0 07/28/2003
4 2 5.0 08/18/2003
4 3 5.0 08/18/2003
5.0
4 4
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 I.D.: 7752
PLACEMENT DATE: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:4Oam BATCH TIME:
TEMPERATURE (F) AIR
TRUCK NO: 109
AIR CONTENT 3.7
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line S to Z
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SAMPLE LOCATION: 150' east, 10' north of southwest
corner
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
81540
108095
109805
Average
Does not comply with specified strength.
Report No.:
Project No.:
Date of Service:
Report Date:
10:22am
86 F CONCRETE: 91 F
TICKET NO: 117380
UNIT WEIGHT (pcf): NA
COMPRESSIVE
STRENGTH
(psi)
2880
191074
037333
07/21/2003
08/19/2003
3820
3880
3850
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
09/15/2003 56 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 4 of 6
RoneEngineers
A LEIGH COMPANY
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 REQUIRE
STRENGTH:
SLUMP (in):
AIR
CYLINDER
MARKED
SET NO.
5 1 5.0
5 2 5.0
5 3 5.0
5 4 5.0
Duke Realty Services, LP
Potter
On site
TEST METHOD: 7 TM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
Concrete Compressive Cyl
DATE
TESTED
07/28/2003
08/18/2003
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
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
08/18/ 28
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:30am BATCH TIME: 11:O9am
TEMPERATURE (F) AIR 87 F CONCRETE: 92 F
TRUCK NO: 104 TICKET NO: 117388
AIR CONTENT 3.9 UNIT WEIGHT (pcf): NA
VERALL PLACEMENT LOCATION:
orth parking lot, south half, building column line S to Z
SAMPLE LOCATION: 125' west, 10' north of southeast
corner
der 6" x 12" (area 28.27 sq. in.)
A E
(da
7
MAXIMUM
LOAD
(lbs. force)
78135
28 104090
56
05985
Ave
mply with specified strength.
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(Psi)
191074
037333
07/21/2003
08/19/2003
FRACTURE
TYPE
2760 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
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
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: 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
CYLINDER
MARKED
SET NO.
6 1 5.0
6 2 5.0
6 3 5.0
6 4 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
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
DATE
TESTED
07/28/2003
08/18/2003
08/18/2003
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: 07/21/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 12: BATCH TIME: 12:1$pm
TEMPERATURE (F) AIR 92 F CONCRETE. 92 F
TRUCK NO: 101 TICKET NO: 117397
AIR CONTENT (°k): 3.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North parking lot, south half, building column line S to Z
SAMPLE LOCATION: 100' west, 10' south of northeast
corner
AGE
(days)
7
28
28
Does not comply with specified strength.
Started: 7:OOam Finished: 3:OOpm
(I) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
MAXIMUM
LOAD
(lbs. force)
87880
109345
111360
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)
3110
3870
3940
3910
191074
037333
07/21/2003
08/19/2003
K. Scott Watson, AET
CMT Operations Manager
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
09/15/2003 56 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 6 of 6