94-133
94-134
94-135
94-136
94-137
STA 445+300
STA 445+600
STA 446+875
STA 447+7511)
STA 448+050
10
10
0
0
f"o
- 21,SdCl, W IShF
~
003& SdL!J,Med,Gy
2
~
C1Sd,W/ShF '-l!lg.VL,Gy
3
S,Sd,W/ShFrog.IIL,Bn
~
t-SdCl.W/ShF "'''g,So,Gy
e"
e"
SM
2
40,SdCl,W/ShF r-og,VSo,Gy
r-
,-
.J
/-33.SdC],W/ShF .-og, 'ISo.Gy
50-69, 71-24,C1,W/SdP.-t&'Or gMot. VSo.GOI
'<i.D.P
ClSd,W/ShF rog.VL,G!J
34-84.CI. W (0..- gM" t.Me d,DkGy
.J
3
S,Sd,W/ShF ""9. VL.Bn
r--1--3"l-77 ,55-23,Cl,WJShF..-
o
&SdP..-t, VSo,Gy
67 ,Ci,W/0O::9./:1ot, VSo,Gu
W.O.P
SC
ClSd,W/ShF rog,'IL,G!J
CM
2"l- 94 ,56- 23.CI. W
IF
e,.-Nod,
S.~
:=i
:;;i
-10
26.C
28-96,
1.
11
70-27,C1,
I
S,Prt. 'IS,RBn
W/S,Prt,VS,RBn
t-39.Cl.W/SdPrt,VSo,Bn&Gy
CM
32,Cl.50.Gy
3
CL
l-«:o,:;dU,W!:;hl- rog,So,liy
21,SdCL,W ICoicNod, 'IS. YGy
-10
~
32 ,C1.
w /
SdP..- t,Med, RBn
30-93,50- 23.Cl.S,Gy
24-98,53- 20,Cl. 101
I
SdPr t& C .. leNo d. V S. YGy
CL
17 .SdCL.W IC"lo&F erNod.H. YGy
3~.C
I. 101
I
S,Pr t. VS.RBn
CM
3\-92.72- 30.CI, W ISdPrt,Med.RBn
28.C I, IoI/C"lcNod&SdPrt, V S, YGlj
20,SdCI,IoI/C"lcNod. VS,Bn
17-116,45-18, SdCL.
WI
F erNod, VS, YGy
...:-
e"
CM
30-95, 70-28.C], W IS,Prt,5,RBn
34,Cl.VS.RBn
26,C 1, IoI/C .. leNod&'SdPr t, V 5, YG!:I
~
26-98,63- 26,C
1,1011
SlPrt, VS,Bn
t-
22,SdCL,IoI/FerNod. V5. YBn
W
W
33.Cl. W
IS,
PI' t. 5] k 5. VS.RBn
32 ,C
1,1011
S,Pr t.SI k '"' V5.RBn
2 4-lm.61-2 4,C], W ICoie Nodi, F er No d&. SdPr t, V 5, Y Gy
CH
37,CI.VS.RBn
20.CI.W/S,Poc.H,Bn
W
W
-20
I---
30-94, 70- 26 ,CI.
WI
S,Prt,51k"" V S.RBn
21.C I, W ISdPrt. V S.RBn
23,SdCl,VS,YGy
I-
-20
"-
25-99,58 24,Cl,W/S,Prt,VS,RBn
21-109.50-20,CI, vS,an
"-
34.Cl, W
I
5,P rt.S I
b,
VS,RBn
I-
CL
22.SdCI,W/S1Prt. VS.Ran
25.S,CI,IoI/SdPrt,VS,RBn
19,5,Cl.W/5dPrt, VS,RBn
18.C
I. W
I
SdPoe, VS,Bn
f-
2 3.C
1,1011
SIP.- t, VS,RBn
t-
CL
21-109,26-14. SdCl,
lollS
dP .. t,S,RSn
I-
CM
25- 9'1, 70- 28,CI, IoI/S,Pr t. VS,RBn
CL
21.S.Cl.W/SdPrt, VS,RBn
CM
25,CI,W/SIPoe.VS.Bn
CL
21-1 "7 ,4 0-1B,5dCl. W
I
SdP ... t.S, RSn
26,Cl,W/SdP.-t. VS,RBn
29.C 1. W
I
SIP,.t, VS ,RBn
I-
22-106,36-18. SIC I, W
I
5d P,.t. V S.RBn
28- '18.55-21.C], W ISdPoe, V5, an
l'
22,SdCl,w ISdPrt, VS,R8n
30 ,Cl, W
I
SdPr t, V S,RBn
I-
25 100,28-16.S.Cl,W/SdP.-t,vS.RBn
3I,CI, W
I
S,Prt, VS.R Bn
27 ,C!, W
I
S ,Poe.H,Bn
-
Z
-
Z
-30
r--
CM
30.Cl.
33,CI,W
29-96,58-22
2B.Cl,w
W
ISdP
I
ISdP
SdPr
...
...
,CI.
t.
t,
t,VS,RBn
V5,RBn
VS,RBn
W
I
SdPr t. 5, RSn
CM
32-94,66
30,CI,W/SdP
2
29,Cl,
3,C I,'w
W/SdPrt.VS,RBn
ISdPrt.
25,Cl,W/SdP
... t, VS.RBn
V S.RBn
.. t,VS,RBn
I-
CL
CM
26-102.52-
2B,SICI,
26.C],
26.C],W/SdPrt,VS,
W/SdP.-t,
W
I
SdPrt.
23,Cl.
VS,RBW
VS
YGy
I
S,P,.t,
,RBn
n
VS,RBn
CM
26-100,62-2
29.el,W/S,P.-t,
31,CI,
26.C I,
W
W
I
ISdP
5,Pr
d,
3,e
t, V5,RBn
VS,RBn
VS,Gy
I, W
IS
,Prt, V5,RBn
24,CI,W/5dSm5,VS,Bn
22,SdCl,S.Bn
27.CI,V5,Bn&Gy
24,CI, W
IF
erSto, VS,Gy
30
en
Icc
28.Cl, W/SdPd, V5.R8n
24- H:'I3,52-20,Cl,W/SdPrt.VS.RBn
t-
20-110,42 18,SlCl,IoI/C"leNod&SdSm",H,RBn
26-101,62-2 4,Cl, 101
I
SdPr
t&
C .. I cNod. VS, Y Gy
2B-98, 66- 26,Cl, W
I
Co loNod &SdS "5, VS,G
Z
en
Z
-40
23-105,39 -18.S
1
C I, IoI/SdP.-t, S.RB n
20,S ,el, W IC"leN
od&.SdSm',~
,RBn
-40
0
fcc
36,CI.
WI
SdP,.. t. VS.Gy
CL
21,SdCI,IoI/C .. lcNod.H. YGy
CL
21,SdCI,W/CoieNod,S,Bn
-
0
~
36.C\,IoI/S1P.-t. VS,Bn&Gy
20,SdC],VS.Gy
20,S.CI,W
IC .. loNod, VS,RBn
CL
212l,SlCI.W/C"leNod.VS,RBn
19,5dCl. 101
I
C" 1 cNod.S.Bn
r-
-
CM Eo::
<{
r-
<{
'"
21-109,49-18. SlCl. VI
I
SdSm5,H.Gy
~
20-112,42 -18, S dCI. W IC"lcNod, VS. G y
~
212l-114,40 -18.S)CI, W
I
C "loNe
~.
V S.RBn
'-
21,S, Cl, 101
le .. l
cNod. VS.RBn
22-111 ,55 - 21.C
1,1011
C"I eNod& SdS.,5. VS.Bn
>
>
W
W
-'
w
-'
-so
-so
W
-60
-60
94-138
94-139
STA 460+600
5TA 462+60\'1
10
10
V:SUAL CLASSIFICATIONS:
NOTES;
0
0
e"
Bn Brown(1sh)
H Hard
OIOllve
51 Silty
SOILS HAVE BEEN CLASSIFIED IN ACCORDANCE WITH MIUT ARY
STANDARD 6198
I.
e"
.J
Co c Calcareous
L Loose
Part
Partlcle(s)
Siks SlIck en SIdes
'UNIFIED SOIL CLASSIFICATION SYSTEM
FOR ROADS, AIRFIELDS. EMBANKMENTS,
.J
1oI.0,P
1
r-
SdCl.IoI/ShFr09,
SdCI,IoI/ShF",o9, VSo,GVSo,Gy
y
\<I,O.P r
SdCI,W/ShF ""g,VSo.Gy
:;;i
CII:lOY(9Y) Ly
Loye,fs)
Poc
Pocket(s)
5ms Seams
LOOSE,
AND FOUNDATIONS.'
DENSE, ETC"
CONSISTENCY
ARE RELATIVE
OF
TERMS
SOILS
BASED
SUCH AS
ON
SOFT,
ESTIMATED
MEDIUM,
UNDISTURBED
HARD,
-10
1
SdCI,IoI/ShF ..... g,VSo.Gy
-10
o
Jansa
Lt
LIght
Pr+ Parting(s)
So
Soft
'"
30-92.26-17.
35,SdCl,VSo,Gy
25,SdCl, IoI/ShFreog.V50,Gy
SdCI. 101
I
5hF ,.. "g. VSo,Gy
CL
27
25,SdCI,IoI/ShF
- 9 8,27 -16, SdCl,
""9.vso,Gy
W IShF I' "g, V So.G y
~
Dc"
Decomposed
Mot Material
R Red(dish)
Sto Stains
SHEAR
POCKET
STRENGTH
PENETROMETER
OF THE
TESTS
MATERIAL
AND
AS
PENETRATION
DETERMINED
RESISTANCE
BY
VISUAL
DURING
CLASSIFICATION
SAMPLING,
e"
Co
W
-20
r--
CL
30-
25,SdC],'oI
90,2 7-17,
IShF
S,C
rllg,VSo,Gy
I, VI
I
ShF I' og& SdP oe, VSo.Gy
27
24,SdCI,W/ShF
11,S,Cl.IoI.'SdPuo,
,SdCI,W/ShF .....
""'g,VSo,Gy
g.
VS.."Bn
VSo,Gy
-20
"-
W
W
uK
Fe-
Ul'lwi<.
Ferrous
I..;
Nod
.. d
Nodules
I.l .. chum
Sd
S
St!f-f-
Sand(y)
W
V Ve,...y
With
2. FIGURES
THE DRY
TO
WEIGHT,
THE RIGHT
DRY
DENSITY,
OF BORING
LIQUID
LOGS
liMIT,
ARE
PLASTIC
WATER
liMIT,
CONTENTS
AND BAR
IN PERCENT
lINt:AR
OF
"-
,
38.S,CI, VI
I
ShF ...... g &SdPoc, VSo
,G~
29-97,29-16. SdCI. WISh F ... og, VSo,8n
Gy Gray(fshl
Ocg
Organic
Sh Shell(y)
Y
Yeilow(1sh)
SHRINKAGE. (MC-UDW),(LL-Pl),(B.L.S.l- FIGURES TO THE LEFT
OF BORING LOGS
-3~,S,r:l.',//Sf,C'
44,SlCl.W/ShF
42,S)CI,W/ShF
,-
'-09.VSo,Gy
,,"g,VSo,G~
"g,v::'o.Gy
2
I-
S,Sd,VL,G32,SdCI,IoI/ShF""g.
25.5 dCI, W
y
I
SdLy. So,GVSo.Gy
y
Z
3. BORINGS
ARE BLOWS
WERE
PER
DRILLED
FOOT OF
USING
PENETRATION
WET ROTARY
FROM
DRILliNG
STANDARD
TECHNIQUES
PENETRATION
AND UNDISTURBED
TESTING.
34-65,38-17 .SdCI.W/ShF 1'"
.VSo.G
SM
-
SAMPLES WHERE RECOVERED WITH A 3-INCH DIAMETER THIN WALL SAMPLER
-
z
-30
37,SdCI,W/ShF
23-101,25-15.SdCl.M
4B.SdCI,VSo.8n
1'''9,
VSo,G~&Bn
.. d.Bn
t-
24,S,
22,SdCI,S.Bn
C I. W
I
SdPoc. V S.8n
-30
WERE
WHERE
ENCOUNTERED.
COHESIVE MATERIALS
DISTURBED
WERE
SAMPLES
ENCOUNTERED.
WERE TAKEN
WHERE
WITH
COHESIVE
A SPLIT
MATERIALS
SPOON
SAMPLER DURING PERFORMANCE OF STANDARD PENETRATION TESTING,
22.SdCl,S,Bn
CL
25-102,45 - 22.5,CI. W
I
SdP oe &C "Ie No d.S.B n
en
30.5dCl,S.Bn
26.S,CI,VI ISdPoc,5.Bn
Z
LI'BORATORY
CLASSIFICATIONS:
4. WATER TABLE LEVELS SHOWN ON BORING LOGS WERE DETERMINED AFTER
en
Z
-40
-40
0
16~
r::o'::>o, ,"ow.on
24.S,Cl,VS,Bn
DRILliNG BORINGS BY MEASURING THE TOP OF FLUID LEVELS IN THE BORINGS.
-'
>
<{
0
w
r-
w
-so
I----
ph
CM
33,Cl,V5,Gy
28-96,68-
23,SdCl,Med,8n
24.Cl,
29.CJ,
'01
'01 IC,,]cNod&SdSms,S,Gy
IC
"I
26,C
0 Nod&
I, W IColeN
SdSms,
od&
VS,G~&Bn
S dS.,s,S.Gy
t-
CM
38,CI,
37-87
38,CI,
38,C
24.51
I,
Cl.
W
