Freeport NIP(7.0)-LR031118RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Roa. uite 360
Dallas
Project:
Services:
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Hanson
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1
1
1
1
2
3
1 4
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
(I) Pacheco Koch Consulting Engineers
3500 psi 28 Days
5 maximum
4% 6%
ASTM C -172 kV
ASTM C -31
ASTM C -143
ASTM 0-231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP DATE
(inches) TESTED
5.0 11/17/2003
5.0 12/08/2003
5.0 12/08/2003
5.0 01/05/2004
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
ort 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.
REPORT OF TESTS
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
Report No.:
Project No.:
Date of Service:
Report Date:
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 11/10/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 8:50am BATCH TIME: 8:15am
TEMPERATURE (F) AIR 49 F CONCRETE: 80 F
TRUCK NO: 848 TICKET NO: 76853
AIR CONTENT 5.2 UNIT WEIGHT (pcf: NA
OVERALL PLACEMENT LOCATION:
Sidewalk at northwest corner of project, sidewalk east and west of 2nd entry to parking lot
north of building and sidewalk east and west of 3rd entry to parking lot north of building
Started: 7:30am
SAMPLE LOCATION: Sidewalk west of 2nd entry to
parking lot north of building
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
199397
037333
11/10/2003
11/18/2003
28
28
56
Finished: 9:45am
MAXIMUM
LOAD
(lbs. force)
116055
COMPRESSIVE
STRENGTH
(psi)
4100 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
d
i 9 er
Oft /irk
K. Scott Watson, AET
CMT Operations Manager
FRACTURE
TYPE
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.
(IIDD Page 1 of 1
RoneEngineers
if
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 7
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
1 4
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
Southern Star
27
4000 psi 28 Days
NA
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
5.5
5.5
5.5
Water added at site: 5 gallons
Technician: Shawn Deal
Report Distribution:
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
(1) Pacheco Koch Consulting Engineers
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
10/22/2003
11/12/2003
11/12/2003
Hold
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 10/15/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:45am BATCH TIME: 7:1Sam
TEMPERATURE (F) AIR 52 F CONCRETE: 71 F
TRUCK NO: 848 TICKET NO: 103975
AIR CONTENT 1.8 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
SAMPLE LOCATION: EE 7/15
REPORT OF TESTS
Started: 7:00am
AGE
(days)
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
EE-NN/15 (slab leave out) f�.�
i-
Finished: 9:30am
MAXIMUM
LOAD
(Ibs. force)
109460
137375
133830
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)
196882
037333
10/15/2003
11/13/2003
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 n0 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 1