Freeport NIP(7.0)-LR031015Rorie Engineers
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: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 6.0
1 2
1 3
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
DATE
TESTED
10/14/2003
6.0 11/04/2003
6.0 11/04/2003
1 4 6.0 12/02/2003 56
Water added at site: 10 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
Report No.:
Project No.:
Date of Service:
Report Date:
196405
037333
10/07/2003
10/15/2003
PROJECT DATA
MIX DESIGN LD.: 7752
PLACEMENT DATE: 10/07/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 5:1 Sam BATCH TIME: 4:5Oam
TEMPERATURE (F) AIR 68 F CONCRETE: 76 F
TRUCK NO: 101 TICKET NO: 617
AIR CONTENT 4.4 UNIT WEIGHT (pcfj: NA
OVERALL PLACEMENT LOCATION:
North side parking starting at northwest comer of building. 150' east, 100' north, east 80'
then north 30' then east 120' then north 60' then west 200'
SAMPLE LOCATION: 180' east, 110' north of
northwest corner of building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x l2" (area 28.27 sq. in.)
AGE
(days)
7
28
28
MAXIMUM
LOAD
(Ibs. force)
108485
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
3840 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 3
RoneEngineers
ire
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
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
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
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
MEASURED
SLUMP
(inches)
DATE
TESTED
2 1 6.0 10/14/2003
2 2 6.0 11/04/2003
2 3 6.0 11/04/2003
2 4 6.0 12/02/2003
Water added at site: 10 gallons
SAMPLE LOCATION: 230' east, 165' north of
northwest comer of building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
113450
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: 10/07/2003
WEATHER coNDmONS: Cloudy
TIME SAMPLED: 6:SOam BATCH TIME: 6:37am
TEMPERATURE (F) AIR 70 F CONCRETE' 83 F
TRUCK NO: 105 TICKET NO: 627
AIR CONTENT 5.2 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
North side parking starting at northwest comer of building, 150' east, 100' north, east 80'
then north 30' then east 120' then north 60' then west 200'
COMPRESSIVE
STRENGTH
(psi)
196405
037333
10/07/2003
10/15/2003
FRACTURE
TYPE
4010 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 2 of 3
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: 4000 psi 28 Days
SLUMP (in): 3" 5"
AIR 3% 6%
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.
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
6.0 10/14/2003
6.0
6.0
6.0
Standby: slow pour
Technician: Shawn Deal
Report Distribution:
(1) Duke Realty Services, LP
(I) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
11/04/2003
11/04/2003
12/02/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN LD.: 7752
PLACEMENT DATE: 10/07/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9:OOam BATCH TIME: 8:28arn
TEMPERATURE (F) AIR 73 F CONCRETE: 81 F
TRUCK NO: 108 TICKET NO: 637
MR CONTENT 5.5 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
North side parking starting at northwest corner of building, 150' east, 100' north, east 80'
then north 30' then east 120' then north 60' then west 200'
Started: 4:30am
AGE
(days)
7
28
28
56
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
SAMPLE LOCATION: 170' east, 180' north of
northwest corner of building
MAXIMUM
LOAD
(Ibs. force)
114795
Finished: 10:00arn
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rotbway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(Psi)
196405
037333
10/07/2003
10/15/2003
FRACTURE
TYPE
4060 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.
OIDD Page 3 of 3