Freeport NIP(7.0)-LR031024RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CYLINDER
MARKED
SET NO.
1 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
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in):
AIR (96): 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
1 1 5.0
MEASURED
SLUMP
(inches)
1 2 5.0
1 3 5.0
Pump truck used
Concrete Compressive Cylinder 6" x 12" (area 28 27 sq in
DATE
TESTED
10/02/2003
10/23/2003
10/23/2003
Hold
PROJECT DATA
REPORT OF TESTS
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
144655
163700
164735
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 D
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/25/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5: 1 Sarn BATCH TIME: 4:51 am
TEMPERATURE (F) AIR 75 F CONCRETE: 88 F
TRUCK NO: 1 TICKET NO: 454
AIR CONTENT 4.3 UNIT WEIGHT (pd): NA
OVERALL PLACEMENT LOCATION:
Northwest parking starting at 50' west of northwest comer of Building, west 120', south
140', northwest loading ramp sidewalk northwest corner of Ruby Road, Coppell Road, north
1300'
SAMPLE LOCATION: Northwest corner of Building, 20'
south, 75' west
COMPRESSIVE
STRENGTH
(psi)
195220
037333
09/25/2003
10/24/2003
FRACTURE
TYPE
5120 Unbonded Cap
C 5790 Unbonded Cap
5 830 Unbonded Cap
10
LIMI l A l IONS: 1 h e test results presen[M herein were prepares bases upon m0 specurc samples provraes ror tesung. we assume nu respunewun mr vauauuu lu y uaui y
(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.
01DD Page 1 of 5
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
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
CYLINDER
MARKED
SET NO.
2 1 5.5
2 2 5.5
2 3 5.5
2 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.
MEASURED
SLUMP
(inches)
DATE
TESTED
10/02/2003
10/23/2003
10/23/2003
Hold
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
Report No.:
Project No.:
Date of Service:
Report Date:
3% 6% AIR CONTENT 3.8 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking starting at 50' west of northwest comer of Building, west 120', south
140', northwest loading ramp sidewalk northwest corner of Ruby Road, Coppell Road, north
1300'
REPORT OF TESTS
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/25/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 6:2Oam BATCH TIME: 5:SOam
TEMPERATURE (F) AIR 75 F CONCRETE: 89 F
TRUCK NO: 116 TICKET NO: 463
SAMPLE LOCATION: Northwest comer of Building,
60' south, 150' west
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
Ohs. force)
120985
141815
144825
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)
4280
5020
5120
5070
195220
037333
09/25/2003
10/24/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
L IMIIA BUNS. The test results presented nerem were prepares oases upon me spears c sampap u rur =mug. we assume uu ,capuumultlry an vat lnaval' qua
(composition, appearance, performance, etc.) or any other feature of similar subject mater 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: 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:
SPECIFICATION
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
3 1
3 2
3 3
3 4
On site
REQUIREMENTS
4000 psi 28 Days
PROJECT DATA
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
CONCRETE COMPRESSIVE STRENGTH TEST
3% 6% AIR CONTENT 3.3 UNIT WEIGHT (pcf): NA
Water added at site: 10 gallons
Standby: relocate pump truck
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MEASURED
SLUMP DATE
(Inches) TESTED
5.5 10/02/2003
5.5 10/23/2003
5.5 10/23/2003
Hold
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/25/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 7:SOam BATCH TIME: 7:33am
TEMPERATURE (F) AIR 78 F CONCRETE: 86 F
TRUCK NO: 116 TICKET NO: 473
OVERALL PLACEMENT LOCATION:
Northwest parking starting at 50' west of northwest corner of Building, west 120', south
140', northwest loading ramp sidewalk northwest corner of Ruby Road, Coppell Road, north
1300'
SAMPLE LOCATION: Loading ramp, north corner, 40'
west, 10' south
AGE
(days)
7
28
28
MAXIMUM
LOAD
(lbs. force)
123270
150550
148600
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)
4360
5320
5260
5290
195220
037333
09/25/2003
10/24/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
I
a�
e es re su presen erem pr
(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
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:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
4 1 5.75 10/02/2003
4 2 5.75 10/23/2003
4 3 5.75 10/23/2003
4 4
4000 psi 28 Days
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 DATE
(Inches) TESTED
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.
Hold
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 09/25/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9: l5am BATCH TIME: 8:37am
TEMPERATURE (F) AIR 82 F CONCRETE: 88 F
TRUCK NO: 1 TICKET NO: 483
AIR CONTENT 4.4 UNIT WEIGHT (per): NA
OVERALL PLACEMENT LOCATION:
Northwest parking starting at 50' west of northwest corner of Building, west 120', south
140', northwest loading ramp sidewalk northwest comer of Ruby Road, Coppell Road, north
1300'
SAMPLE LOCATION: Northwest corner of Buiding,
160' west, 85' south
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
111615
131135
135640
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)
3950
4640
4800
4720
195220
037333
09/25/2003
10/24/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMIFAI IONS: the test results presentee nerem were preparea oasea upon me specrnc samples p ruvww huh reauag. rve amuuhe uu meyousmmhy w, .e,m�w w yucv,y
(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 5
RoneEngineers
s
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5 1
5 2
5 3
5 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.
SPECIFICATION REQUIREMENTS
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
3" 5"
3 -6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MEASURED
SLUMP DATE
(inches) TESTED
5.0 10/02/2003
5.0 10/23/2003
5.0 10/23/2003
Hold
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
120135
139120
136945
Average
Standby to finish paving on parking and to move to east side building for
sidewalk pour, equipment failure on batch plant.
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: 09/25/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 11:30am BATCH TIME: 1034am
TEMPERATURE (F) AIR 86 F CONCRETE: 89 F
TRUCK NO: 116 TICKET NO: 493
AIR CONTENT 4.1 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest parking starting at 50' west of northwest comer of Building, west 120', south
140', northwest loading ramp sidewalk northwest comer of Ruby Road, Coppell Road, north
1300'
SAMPLE LOCATION: Sidewalk from corner of Ruby and
REPORT OF TESTS Coppell, lo' north
COMPRESSIVE
STRENGTH
(psi)
195220
037333
09/25/2003
10/24/2003
FRACTURE
TYPE
4250 Unbonded Cap
4920 Unbonded Cap
4840 Unbonded Cap
4880
1•
(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
Technician: Shawn Deal
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
Started: 4:30am Finished: 12:15pm
(I) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
K. Scott Watson, AET
CMT Operations Manager