Freeport NIP(7.0)-LR031030RoneEngineers
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75
Project:
Services:
port Parkway
Coppell, TX
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
1 4
MEASURED
SLUMP
(inches)
5.0
5.0
5.0
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
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
10/08/2003
10/29/2003
10/29/2003
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
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: 10/01/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 7:4Oam BATCH TIME: 7:OOam
TEMPERATURE (F) AIR 68 F CONCRETE: 80 F
TRUCK NO: 118 TICKET NO: 549
AIR CONTENT 5.1
REPORT OF TESTS
OVERALL PLACEMENT LOCATION:
North sidewalk
Concrete Compressive Cylinder 6" x 12" (area 28 27 sq in
Hold
11
Started: 6:30am
AGE
(days)
(1) Pacheco Koch Consultingfngineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Ins tions
Finished: 9:30am
MAXIMUM
LOAD
Obs. force)
106220
122475
125795
Average
Report No.:
Project No.:
Date of Service:
Report Date:
196035
037333
10/01/2003
10/30/2003
UNIT WEIGHT (pc): NA
SAMPLE LOCATION: 30' east of northwest driv ay
approach
COMPRESSIVE
STRENGTH
(psi)
3760
K. Scott Watson, AET
CMT Operations Manager
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
(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.
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