Deli- LR150903PARKLAND ENGINEERING & TESTING, INC.
GEOTECHNICAL ENGINEERING CONSULTANTS
3601 KIM DRIVE, SUITE 102
P.O. BOX 154196
IRVING, TEXAS 75015.4196
PETER YU, M.S., P.E. TEL: (972) 986-1694
PRESIDENT FAX (972) 790.5378
Job No.: 13-123-1
DATE: September 03, 2015 (Thursday)
REPORT OF: Soil Tests Utilizing Nuclear Density Gauge
FOR: WHS Contractors, LLC, Coppell, Texas
PROJECT: Coppell Deli - 449 Bethel Road, COPPELL, TX.
PROCTOR: 110.6 P.C.F.@ 17.2 % : Dark Brown calcareous clay (on-site soils)
Notes:
I . Results: all tests passed
2. Tests 425 & #26 were conducted for the Bethel Road / City Sidewalk subgrade.
3. Tests 427 & #28 were conducted for the N. parallel parking subgrade. (approx. 66'x8.5' section )
4. Depths were below the final pavement subgrade (10" below finished concrete top ).
5. Station A is defined as the standard light pole located at the N.W. corner Bethel Rd. / S. Coppell Rd.
6. Mr. Cody Smith was present during field testing.
PARKLAND ENGINEERING & TESTING. INC.
(Texas Board of P.E. / Firm Registration# F-561)
Peter Yu, M.S., P.E.
Geotechnical Engineer
LOCATION
DENSITY MOISTURE
MAX. DENSITY
P( C.F.) %
%
25.
8'S.,I8'W. of Station A
(0')
107.8 17.5
97.5
26.
49'W., I O'S. of Station A
(0')
108.2 17.8
97.8
27.
56'W.,4'S. of Station A
(0')
109.4 17.4
98.9
28.
14'W.,3'S. of Station A
(01)
110.1 18.0
99.5
-----------------------------------------------------------------------------------------------------------------------------------
(Pavement Subgrade )
(10:20 AM)
Notes:
I . Results: all tests passed
2. Tests 425 & #26 were conducted for the Bethel Road / City Sidewalk subgrade.
3. Tests 427 & #28 were conducted for the N. parallel parking subgrade. (approx. 66'x8.5' section )
4. Depths were below the final pavement subgrade (10" below finished concrete top ).
5. Station A is defined as the standard light pole located at the N.W. corner Bethel Rd. / S. Coppell Rd.
6. Mr. Cody Smith was present during field testing.
PARKLAND ENGINEERING & TESTING. INC.
(Texas Board of P.E. / Firm Registration# F-561)
Peter Yu, M.S., P.E.
Geotechnical Engineer