Freeport NIP(7.0)-LR030530RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
1 4
Duke Realty Services, LP
Potter
On site
REQUIREMENTS
4000 psi 28 Days
3 -5"
3 -5%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
4.75
4.75
4.75
DATE
TESTED
05/06/2003
05/27/2003
05/27/2003
Hold
Water added at site: 5 gallons
Contractor notified of high air content.
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: 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: 04/29/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4:1 Oam BATCH TIME: 3:54am
TEMPERATURE (F) AIR 74 F CONCRETE: 83 F
TRUCK NO: 106 TICKET NO: 114319
AIR CONTENT 7.0 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Paving entryway, parking area south of building at southwest corner (0 -90' north 15' west
to 369' east) of south parking area
RFPORT nF TFSTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SAMPLE LOCATION: 3' west x 10' north of southeast
comer of parking area
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
97820
121055
128625
Average
COMPRESSIVE
STRENGTH
(psi)
3460
4280
4550
4420
175786
037333
04/29/2003
05/30/2003
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.
01DK Page 1 of 6
FIoneEngineers
A LEIG H COMPANY
Project:
Services:
CYLINDER
MARKED
SET NO.
2 4
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
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):
AIR 3% 5%
3"-5"
TEST METHOD: 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
2 1 4.50 05/06/2003
2 2 4.50 05/27/2003
2 3 4.50 05/27/2003
Bold
Water added at site: 10 gallons
Contractor notified of high air content.
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
130185
127060
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.: 175786
Project No.: 037333
Date of Service: 04 /29/2003
Report Date: 05/30/2003
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 04/29/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:l0am BATCH TIME: 4:58an1
TEMPERATURE (F) AIR 72 F CONCRETE: 83 F
TRUCK NO: 107 TICKET NO: 114328
AIR CONTENT 6.4 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Paving entryway, parking area south of building at southwest comer (0 -90' north 15' west
to 369' east) of south parking area
SAMPLE LOCATION: 35' west x 25' south of northeast
corner of paving
COMPRESSIVE
STRENGTH
(psi)
106875 3780
4600
4490
4550
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.
OIDK Page 2 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
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
REQUIREMENTS
4000 psi 28 Days
3
3% 5%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
5.00
5.00
5.00
DATE
TESTED
05/06/2003
05/27/2003
05/27/2003
Hold
Water added at site: 10 gallons
Contractor notified of high air content.
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT nF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
96600
113450
115105
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:
SAMPLE LOCATION: 105' west x 7' north of southeast
corner of paving
175786
037333
04/29/2003
05/30/2003
MIX DESIGN 1.D.: 7752
PLACEMENT DATE: 04/29/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 6:15am BATCH TIME: 6:04am
TEMPERATURE (F) AIR 71 F CONCRETE: 83 F
TRUCK NO: 106 TICKET NO: 114338
AIR CONTENT 6.5 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Paving entryway, parking area south of building at southwest comer (0 -90' north 15' west
to 369' east) of south parlcing area
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3420 Unbonded Cap
4010
4070
4040
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.
O1DK Page 3 of 6
RoneEngineers
to
A LEIGH COMPANY
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.
4 1
4 2
4 3
4 4
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
3 r'
3 -5%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
4.75
4.75
4.75
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
05/06/2003
05/27/2003
05/27/2003
Hold
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 04/29/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 7:30am BATCH TIME: 7:14am
TEMPERATURE (F) AIR 72 F CONCRETE: 82 F
TRUCK No: 107 TICKET NO: 114348
AIR CONTENT 5.6 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving entryway, parking area south of building at southwest comer (0 -90' north 15' west
to 369' east) of south parking area
SAMPLE LOCATION: 125' west x 20' south of northeast
corner of paving
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
107715
119870
122675
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
COMPRESSIVE
STRENGTH
(psi)
C
4 340
290
175786
037333
04/29/2003
05/30/2003
FRACTURE
TYPE
3810 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.
O1DK Page 4 of 6
RoneEng veers
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):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
3
MEASURED
SLUMP
(Inches)
5 1 4.50
5 2 4.50
5 3 4.50
5
3 -5%
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: 5 gallons
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
05/06/2003
05/27/2003
05/27/2003
Hold
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: 90' east x 30' south of northwest
corner of paving
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
107915
125950
127100
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.: 175786
Project No.: 037333
Date of Service: 04 /29/2003
Report Date: 05/30/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 04/29/2003
WEATHER CONDITIONS: Cloudy
BATCH TIME: 8:23am
TIME SAMPLED: 8:35am
TEMPERATURE (F) AIR 75 F CONCRETE: 83 F
TRUCK NO: 106 TICICET NO: 114358
AIR CONTENT 5.2 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving entryway, parking area south of building at southwest corner (0 -90' north 15' west
to 369' east) of south parking area
COMPRESSIVE
STRENGTH
(psi)
3820
4450
4490
4470
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.
OIDK Page 5 of 6
Ro
A LEIG H COMPANY
Client: Duke Realty Services, LP
Attn: Mr. JeffLanpston
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 On): 3 5
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
6
6
6
6 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.
3% 5%
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: 5 gallons
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Potter Concrete
MEASURED
SLUMP
(Inches)
4.75
4.75
4.75
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
05/06/2003
05/27/2003
05/27/2003
Hold
PROJECT DATA
REPORT OF TESTS
AGE
(days)
7
28
28
Started: 3:15am Finished: 12:45pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
SAMPLE LOCATION: 45' east x 10' south of northwest
corner of paving
MAXIMUM
LOAD
(Ibs. force)
109235
131335
128695
Average
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Port Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 175786
Project No.: 037333
Date of Service: 04 /29/2003
Report Date: 05/30/2003
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 04/29/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9:45am BATCH TIME: 9:33am
TEMPERATURE (F) -AIR 75 F CONCRETE: 83 F
TRUCK NO: 107 TICKET NO: 114369
AIR CONTENT 4.7 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving entryway, parking area south of building at southwest corner (0-90' north 15' west
to 369' east) of south parking area
COMPRESSIVE
STRENGTH
(psi)
3860
4640
4550
4600
K. Scott Watson, AET
CMT Operations Manager
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.
OIDK Page 6 of 6