SS9701-LR 940714MAXIM ENGINEERS, INC. 2342 Fabe~ · P.O. Box 59~2 · Dallm, TX 75229
Engln#~ng and Envlronmentet Conaultant~ (214) 247-*'o,'= · FAX ;214) 241-48~1
IN-PLACE DF_.NsrrY OF SOIL
Repoet Dm
Client
Project Name
Oer,~lty Tm Mee.:~d
07/14/94 Sample Date 07/08/94
City of Coppell Project Number 0393000626
Grapevine Creek Sewer Branch, Phase I and II - PO,~ 8616 - Grapevine, Texas
ASTM D2922 and D3017 Method of Compac~on ASTM D698
95+ Pmj~t Me~ture P~a'd Opt :e3
· ~~":~'~:~:~ ,~ ,,u .... u,,~,, ~ ..... ~, u'~ ....... ~ ...............
Mate~l Pr~ R~u~
~m~ ~ M~ O~ ~ ~ ~ ~e %
I R~dlsh bm~ sll~ ~ndy ~ay ~ grovel, ~ bro~ 127.0 9.8
· =hale, and asSR ~lcles
Teat Maidal LI~
Numb~ Number
63 1 14' below
grade
64 I 12' below
grade
65 I 9" below
grade
66 I 6' below
grade
67 I 3' below
grade
Sewer line at Bethel Road, Station 14+50, et
oantedine
Sewer line at Bethel Road, Station 14+53, at
centerline
122.9 11.2 96.8
124.1 8.8 97.7
Sewer line et Bethel Road, Station 14+56, at
centerllne
Sewer line et Bethel Road, Station 14+60, at
centerline
Sewer line et Bethel Road, Station 14+60, 2'
South of centerllne
126.3 10.3 99.4
117.4 10.9 92.4*
120.9 8.8 95.2
* Does not meet project specifications for percent of maximum dry density.
Technician: F. Calvillo
/cey
City of Copbell - Jim R. Rag,=dill
City of Coppell - Garreth Campbell, Sr.