Freeport NIP(7.0)-LR031103RoneEngineers
v
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas T 4
Project
Services:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
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:
196233
037333
10/03/2003
11/03/2003
Freeport f I -11t, +t
t0 TX 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 Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
MEASURED
SLUMP DATE
(inches) TESTED
4 %a -6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
1 1 6.0 10/10/2003
1 2 6.0 10/31/2003
1 3 6.0 10/31/2003
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/03/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:45 am BATCH TIME: 5:21a
TEMPERATURE (F) AIR 59 F CONCRETE: 78
TRUCK NO: 101 TICKET NO: 560
AIR CONTENT 53 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Employee parking lot on west side of building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SAMPLE LOCATION: 140' north, 60' west from southwest
comer of office building area
MAXIMUM
LOAD
dim. force)
108220
141280
141050
Average
COMPRESSIVE
STRENGTH
(Psi)
3830
1 4 Hold
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
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 110 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
heavily damaged.
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 Roue Engineers, Ltd.
o1DD Page 2 of 6
RoneEngineers
to
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
Duke Realty Services, LP
Potter Concrete
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.
MEASURED
SLUMP
(inches)
DATE
TESTED
2 1 5.0 10/10/2003
2 2 5.0 10/31/2003
2 3 5.0 10/31/2003
2 4 Hold
Does not comply with specified strength.
Water added at site: 5 gallons
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
PROJECT DATA
REPORT OF TESTS
OVERALL PLACEMENT LOCATION:
Employee parking lot on west side of building
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(113s. force)
41470
119565
28985
Average
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.
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/03/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6:SOam BATCH TIME: 6:3lam
TEMPERATURE (F) AIR 60 F CONCRETE: 76 F
TRUCK NO: 1 15 TICKET NO: 568
4% 6% AIR CONTENT 4.9 UN1T WEIGHT (pct): NA
SAMPLE LOCATION: 50' north, 60' west from southwest
corner of office area
COMPRESSIVE
STRENGTH
(Psi)
1470
4230
1020
2630
196233
037333
10/03/2003
11/03/2003
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.
OIDD 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:
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.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
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
4% 6% AIR CONTENT 5.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Employee parking lot on west side of building
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MEASURED
SLUMP DATE
(inches) TESTED
6.0 10/10/2003
6.0 10/31/2003
6.0 10/31/2003
Hold
REPORT OF TESTS
SAMPLE LOCATION: 105' west from southwest corner
of office building area
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
92950
113620
117890
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:
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/03/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:4Oarn BATCH TIME: 7:22am
TEMPERATURE (F) AIR 60 F CONCRETE: 79 F
TRUCK NO: 1 TICKET NO: 577
COMPRESSIVE
STRENGTH
(psi)
196233
037333
10/03/2003
11/03/2003
FRACTURE
TYPE
3290 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
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 placement locations, perform required field testing, cast compres
samples back to the laboratory for curing and testing in accordance with applicable standards.
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
CYLINDER
MARKED
SET NO.
4 1 6.0
4 2 6.0
4 3 6.0
4 4
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
10/10/2003
10/31/2003
10/31/2003
Hold
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
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
11/03/2003
ngth samples and bring
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/03/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:OSam BATCH TDVIE: 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
SAMPLE LOCATION:
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
102250
116445
120235
Average
75' south from southwest corner
of office area of building
COMPRESSIVE
STRENGTH
(Psi)
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 5 of 6
RoneEngineers
to
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 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.
5 1
5 2
5 3
5 4
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.
Technician: Ryan Armstrong
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MEASURED
SLUMP DATE
(inches) TESTED
4.75 10/10/2003
4.75 10/31/2003
4.75 10/31/2003
Hold
(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 No.:
Project No.:
Date of Service:
Report Date:
196233
037333
'10/03/2003
11/03/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/03/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 1 1:OOam BATCH TIME: 10:49am
TEMPERATURE (F) AIR 66 F CONCRETE: 83 F
TRUCK NO: 101 TICKET NO: 600
AIR CONTENT 4.4 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Employee parking lot on west side of building
SAMPLE LOCATION: 140' south from southwest corner
of office area of building
AGE
(days)
7
28
28
Started: 4:30am Finished: 1:30pm
MAXIMUM
LOAD
(lbs. force)
120515
139855
131035
Average
COMPRESSIVE
STRENGTH
(Psi)
4260
4950
4630
4790
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 6 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.
1 1
1 2
1
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.
3
1 4
Duke Realty Services, LP
Hanson
27
3500 psi 28 Days
5" maximum
4% 6%
ASTM C -172
ASTM C -3I
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.)
5.5 10/31/2003
5.5 11/21/2003
5.5 11/21/2003
5.5 12/19/2003
Water added at site: 10 gallons
Notified Lupe of slump results.
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:35am BATCH TIME: 7:1 Sam
TEMPERATURE (F) -AIR 60 F CONCRETE: 71 F
TRUCK NO: 104 TICKET NO: 76431
AIR CONTENT 5.5 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving 300' west, 150' north from southwest comer of building
SAMPLE LOCATION: 15' north, 20' east from southwest
REPORT OF TESTS comer of paving
AGE
(d
28
28
MAXIMUM
LOAD
(Ibs. force)
95450
8908 Ambassador Row, Dallas, PC 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
STRENG
(Ps
197529
037333
10/24/2003
11/03/2003
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.
OIDD 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:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
Duke Realty Services, LP
Hanson
27
3500 psi 28 Days
5" maximum
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
5.0 10/31/2003
5.0 11/21/2003
5.0 11/21/2003
2 4 5.0 12/19/2003
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
4% 6% AIR CONTENT 5.3 UNIT WEIGHT (pct): NA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
92310
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:
OVERALL PLACEMENT LOCATION:
Paving 300' west, 150' north from southwest comer of building
197529
037333
10/24/2003
11/03/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/24/2003
WEATHER CONDFFIONS: Clear
TIME SAMPLED: 9:05am BATCH TIME: 8:35am
TEMPERATURE (F) -Am 65 F CONCRETE: 78 F
TRUCK NO: 1015 TICKET NO: 76443
SAMPLE LOCATION: 80' north, 40' east from southwest
comer of paving
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3260 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.
0 IDD Page 2 of 3
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: Hanson
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
3500 psi 28 Days
5" maximum
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
3 1 4.75 10/31/2003
3 2 4.75
3 3 4.75
3 4 4.75
Water added at site: 5 gallons
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
DATE
TESTED
11/21/2003
11/21/2003
12/19/2003
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
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
Started: 6:45am Finished: 12:30pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
MAXIMUM
LOAD
(Ibs. force)
99805
Report No.:
Project No.:
Date of Service:
Report Date:
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: 10/24/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:25am BATCH TIME: 1 O:OOam
TEMPERATURE (F) AIR 73 F CONCRETE: 84 F
TRUCK NO: 32 TICKET NO: 76454
4% 6% AIR CONTENT 5.1 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Paving 300' west, 150' north from southwest comer of building
SAMPLE LOCATION: 80' north, 50' west from southeast
corner of paving
COMPRESSIVE
STRENGTH
(Psi)
197529
037333
10/24/2003
11/03/2003
FRACTURE
TYPE
3530 Unbonded Cap
K. Scott Watson, AET
CMT Operations Manager
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.
01 DD Page 3 of 3