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
f"o
- 21,SdCl, WIShF
~
003& SdL!J,Med,Gy
0
2
~
3
S,Sd,W/ShFrog.IIL,Bn
C1Sd,W/ShF '-l!lg.VL,Gy
~
t-SdCl.W/ShF"'''g,So,Gy
e"
e"
SM
2
40,SdCl,W/ShFr-og,VSo,G
y
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
28-96, 70-27,C1, W/S,Prt,VS,RBn
t-39.Cl.W/SdPrt,VSo,Bn&Gy
-10
32,Cl.50.Gy
3
CL
l-«:o,:;dU,W!:;hl- rog,So,liy
21,SdCL,W ICoicNod, 'IS.YGy
26.C 1.
11 I
S,Prt.'IS,RBn
CM
~
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. VS.YGy
CL
17.SdCL.WIC"lo&FerNod.H. YGy
3~.C
I.101
I
S,Pr t.VS.RBn
CM
3\-92.72-30.CI,WISdPrt,Med.RBn
28.C I,IoI/C"lcNod&SdPrt,VS, YGlj
20,SdCI,IoI/C"lcNod.VS,Bn
17-116,45-18,SdCL.
WI
FerNod,VS, YGy
...:-
e"
CM
30-95,70-28.C], WIS,Prt,5,RBn
34,Cl.VS.RBn
26,C 1,IoI/C..leNod&'SdPr t,V5, 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], WICoie Nodi, Fer No d&. SdPr t,V5,YGy
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"" VS.RBn
21.C I, WISdPrt.VS.RBn
23,SdCl,VS,YGy
I-
25-99,58 24,Cl,W/S,Prt,VS,RBn
21-109.50-20,CI, vS,an
-20
"-
"-
34.Cl,W
I
5,Prt.SI
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
CL
21-109,26-14.SdCl,
lollS
dP .. t,S,RSn
I-
25- 9'1,70-28,CI,IoI/S,Pr t.VS,RBn
CL
21.S.Cl.W/SdPrt,VS,RBn
25,CI,W/SIPoe.VS.Bn
t-
CM
CM
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.VS.RBn
28-'18.55-21.C], WISdPoe,V5, an
l'
22,SdCl,w ISdPrt, VS,R8n
I-
Z
30 ,Cl,W
I
SdPr t,VS,RBn
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
-30
r--
33,CI,W ISdP... t,VS,RBn
CL
2B,SICI,W
I
SdPrt.VS ,RBn
29.el,W/S,P.-t, VS,RBn
22,SdCl,S.Bn
30
-
32-94,66 25,Cl,W/SdP.. t,VS,RBn
I-
30.Cl.W
I
SdPr t.V5,RBn
CM
30,CI,W/SdP... t,VS.RBn
26-102.52-23,Cl.W
I
S,P,.t,VS,RBn
CM
26-100,62-2 3,e I, W
IS
,Prt, V5,RBn
CM
29-96,58-22,CI. W
I
SdPr t.5, RSn
24,CI,W/5dSm5,VS,Bn
29,Cl, W/SdPrt.VS,RBn
CM
26.C], W/SdP.-t, VS,RB
n
31,CI,W
I
5,Pr t,V5,RBn
27.CI,V5,Bn&Gy
2B.Cl,w ISdP... t, VS,RBn
2 3,C I,'w ISdPrt.VS.RBn
26.C],W/SdPrt,VS,YGy
26.C I,WISdPd,VS,Gy
24,CI,W
IF
erSto, VS,Gy
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
26-101,62-24,Cl,101
I
SdPr
t&
C..I cNod. VS, YGy
2B-98, 66-26,Cl,W
I
ColoNod &SdS "5,VS,G
Z
en
-40
23-105,39 -18.S
1
CI, IoI/SdP.-t,S.RB n
20,S ,el, WIC"leN
od&.SdSm',~
,RBn
-40
0
Z
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" 1cNod.S.Bn
r-
CM Eo::
r-
'"
21-109,49-18. SlCl. VI
I
SdSm5,H.Gy
~
20-112,42 -18, S dCI. WIC"lcNod, VS. G
<{
y
~
212l-114,40 -18.S)CI,W
I
C"loNe
~.
VS.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
-'
-'
-so
w
-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
I.
SOILS HAVE BEEN CLASSIFIED IN ACCORDANCE WITH MIUTARY
STANDARD 6198
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
r-
SdCl.IoI/ShFr09, VSo,Gy
\<I,O.P r
SdCI,W/ShF""g,VSo.Gy
:;;i
CII:lOY(9Y)
Ly
Loye,fs)
Poc
Pocket(s)
5ms Seams
AND FOUNDATIONS.' CONSISTENCY
OF SOILS SUCH AS SOFT, MEDIUM, HARD,
1
SdCI,IoI/ShF",o9,VSo,G
y
LOOSE, DENSE, ETC" ARE RELATIVE TERMS BASED ON ESTIMATED UNDISTURBED
-10
1
SdCI,IoI/ShF.....g,VSo.Gy
-10
o
Jansa
Lt
LIght
Pr+ Parting(s)
So
Soft
'"
35,SdCl,VSo,Gy
25,SdCI,IoI/ShF""9.vso,Gy
SHEAR STRENGTH OF THE MATERIAL AS DETERMINED BY
VISUAL CLASSIFICATION
30-92.26-17.SdCI.101
I
5hF,.. "g.VSo,Gy
27 -9 8,27 -16,SdCl, WIShFI' "g,VSo.G y
~
Dc"
Decomposed
Mot Material
R Red(dish)
Sto Stains
POCKET PENETROMETER TESTS AND PENETRATION RESISTANCE DURING SAMPLING,
25,SdCl,IoI/ShFreog.V50,Gy
CL
e"
25,SdC],'oI IShFrllg,VSo,Gy
24,SdCI,W/ShF ""'g,VSo,Gy
W
uK Ul'lwi<.
I..; .. d
I.l ..chum
S
St!f-f-
V Ve,...y
2. FIGURES
TO
THE RIGHT OF BORING LOGS ARE WATER CONTENTS IN PERCENT OF
27,SdCI,W/ShF.....g. VSo,Gy
W
Co
CL
30- 90,2 7-17, S,C I, VI
I
ShF I' og& SdP oe,VSo.Gy
"-
Fe- Ferrous
Nod Nodules
Sd
Sand(y)
W
With
THE DRY WEIGHT, DRY
DENSITY, LIQUID liMIT, PLASTIC liMIT, AND BAR lINt:AR
W
-20
r--
11,S,Cl.IoI.'SdPuo, VS.."Bn
-20
"-
,
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'
,- "g,v::'o.Gy
32,SdCI,IoI/ShF""g.VSo.Gy
ARE BLOWS
PER FOOT OF PENETRATION FROM STANDARD PENETRATION TESTING.
42,S)CI,W/ShF '-09.VSo,Gy
25.5 dCI,W
I
SdLy.So,G
y
44,SlCl.W/ShF
,,"g,VSo,G~
2
I-
S,Sd,VL,Gy
Z
3. BORINGS WERE DRILLED USING WET ROTARY
DRILliNG TECHNIQUES
AND UNDISTURBED
34-65,38-17.SdCI.W/ShF1'"
.VSo.G
SM
-
SAMPLES WHERE RECOVERED WITH A 3-INCH DIAMETER THIN WALL SAMPLER
z
-30
37,SdCI,W/ShF1'''9,
VSo,G~&Bn
-30
-
t-
WHERE COHESIVE MATERIALS WERE ENCOUNTERED. WHERE COHESIVE MATERIALS
4B.SdCI,VSo.8n
22,SdCI,S.Bn
WERE ENCOUNTERED. DISTURBED SAMPLES WERE TAKEN WITH A SPLIT
SPOON
23-101,25-15.SdCl.M..d.Bn
24,S, CI.W
I
SdPoc.VS.8n
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
-40
0
Z
-40
16~
r::o'::>o, ,"ow.on
24.S,Cl,VS,Bn
DRILliNG BORINGS BY MEASURING THE TOP OF FLUID LEVELS IN THE BORINGS.
0
23,SdCl,Med,8n
24.51 Cl. W
I
SdP.. t,VS,Bn
r-
CH
IIlORGANIC
CLAYS OF HIGH PLASTICITY, FAT CLAYS.
ph
t-
""
INASMUCH AS WET ROT ARY DRILLING TECHNIQUES AND DRILLING MUD WERE
r-
33,Cl,V5,Gy
37-87 ,77-31.Cl.W/SdPrt,
VS,G~
>
CL
IIlORGANIC
CLAYS OF LOW TO MEDIUM
PLASTICITY,LEAN CLAYS.
<{
28-96,68- 26,C I,WIColeN od& SdS.,s,S.Gy
38,C I,W
I
SdPrt& ColeN od,V5,G lj
w
USED TO DRILL THE HOLES, THE LEVEL OF DRILLING FLUIDS IN THE BORE
>
-'
SC
\:LAYEY
SANDS, SAND-CLAY MIXTURES.
w
CM
29.CJ, '01 IC,,]cNod&SdSms,S,Gy
CM
38,CI,W
I
SdP.. t& c" leNod,H,Gy
