Town Center West-LR000602PARKLAND 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.
PRESIDENT JOB NO.: 00 -146
DATE: June 02, 2000
REPORT OF: Soil Tests Utilizing Nuclear Density Gauge
FOR: Huffman & Huffman, Inc., Lewisville, Texas.
TEL: (972) 986 -1694
FAX (972) 790 -5378
PROJECT: The Children's Courtyard - W. Town Center Drive
Coppell, Texas.
PROCTOR: (1) 105.8 P.C.F. @ 7.4 % (Brown Fine Sand: on -site soil)
(2) 113.4 P.C.F. @ 14.5% (Greyish Brown Sandy Clay w /fine
sand :On -site fills )
LOCATION DENSITY MOISTURE MAX.DENSITY
(P.C.F.) M ($)
4. 55 W.End Manhole (4')
5. 25 W.2nd cleanout (2
6. 30 E. End of line (1')
101.7 11.6 96.1
100.8 11.0 95.3
108.5 15.5 95.7
( 6 PVC Sewer Line / W. Town Center Dr.
-----------------------------------------------
7. 30 W.lst water valve(1') 101.5 14.1 95.9
8. 75 central Fire
Hydrant (1')
9. 16 E.End Fire Hydrant
on the main line (1
108.9 15.0 96.0
109.2 16.2 96.3
( 8 Water Line / W Town Center Dr.) (3:00 PM).
NOTE:
1. Tests were conducted for the 6 Sewer line and 8 Water line.
2. Depths were defined as below the existing ground surface.
PARKLAND ENGINEERING & TTEE,STTING, INC.
Peter Yu, M.S., P.E.
Geotechnical Engineer
C.C.:
1 -City of Coppell/ Mr. Garreth Campbell, Construction Inspector