Four Corner - Texas Water Development Board

PROJECT:
CLIENT:
Geotechnical Utility Study
Village of Oak Lake - Section 4
Fort Bend County, Texas
Oak Lake Estates, Ltd.
Houston, Texas
FIELD DATA I
LABORATORY DATA
ATTERBERG ·
z
0 LIMITS
;:::
< X
z *....
w
-'-' z 0
~u;
w
.... ....
~
~~ z .... ~ * z
> ....
..J ~~o>
0 ~ :::; .... ,..., w
- <
0 ~-ou..u..u: u :::; > ,_
Q
.... ::l
a:
u u;Iu.. ....
u..aou.~
"' >= ..... w
0 ;::: u;u
Cll
::; (/] .US V) r.n a: < a:
,_
~ Z(i;
5 ::l w ...... tn U"J z 0 ,_
c < < wo
:I: a::z- a:
"'
a.. 0 z z IJ.I ..J ..J
.... Cll :::;
oz a..w~ ::l
..J :E ~oou~ "- "-
a
>::l ::la::o
..J
"- alJ-J-a:U
a w
~/z Q;.:.; ~ ~ ::; a::o 0>-,_
LL PL I PI
<
Cll 0 OCl. UCil- u..
P=2.7 23
1
I I I I
2
I P=2.7 15 51 23 28
3
4
I
-·P=2.7
5 - I
~ S --P=1.8 22
% 7 -
~.'-:; I
;2/c : IP=2.0 24 105 1.92 7
-;.c·.
~/::
1 o J I
'//
:....:.::: 11
12
I
I
13
.. 14 ~ N=9 22
..;..__
r- 15 f-
L.U \.:1 U ,- U U fl. II II \.:1
;;rw
a:
::l
Cll
Cllwz
c:-
U;
"-c 1-Cil
ClCil Cll,_
z- wz
-"' z 0 >-w
- z a:::;
""::>
zo
~::;
0"- >-0
U- 0 u
I
-200=4%
PROJECT NO. 98-1127
BORING NO. 8-5
DATE 7/29/98
DRILLING METHODIS):
SHEET 1 of
8onng drilled using dry auger dnlling methods to 15 ft.
GROUNDWATEn INFORMATION:
Water in open borehole not encountered during drilling.
SURFACE ELEVATION:
DESCRIPTION OF STRATUM
Very stiff reddish brown and gray CLAY (CH)
with ferrous nodules
Stiff to very stiff dark gray SANDY CLAY ICLI
with ferrous and calcareous nodules
tan and gray below 6 ft
Loose tan SAND iSP)
Boring terminated at 1 5 ft
iD
....
N
;;;
"' g
N- STANDARD PENETRATION TEST RESISTANCE
P- POCKET PENETROMETER RESISTANCE
T- POCKET TORVANE SHEAR STRENGTH
REMARKS:
Hand penetrometer measurements adjusted by a factor of 0.6 .
Borehole backfilled with soil cuttings on July 30. 1996.
Paradigm Consultants, Inc.