HomeMy WebLinkAbout1148-11GEOTECI IN I CAL BORING LOG '
Date 5-6-82 Drill Bole No. . B-6 (Cherry Avenue* Sheet of2.-
South Br'dge)
Project Boyle Engineering -Creative Communities Job No. 6810489-01
Drilling Co. Plondo Pacific Type of Rig Flight Auger
■ r
Hole Diameter 811 Drive Weight 140 lbs Drop 30 in•
Elevation Top of Bole /- 886'± Ref, or Datum
500A (2/77) Leighton & Associates
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GEOTECHNICAL DESCRIPTION
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p. J
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":
GEOTECHN I CAL' DESCRI PTI ON
Typo of Rig Flight
0 v
cd
f4
V1
a• a
,o a) o to
:3 .--e rA
o 0
Q a
t:
a a>
U U
Logged by DS
Ref.
a w
U
�>, t—
H apo tr
q
•A N
.-4 U;
D
Sampled DS
.°
Q R.
in
NO GROUNDWATER
Logged d b DS
I; g Y
Q w
0
t- 1--
by
GW
'rq �-4
1
1D30)0. 2
Cs ' Between 1 and 3
x D60'
(DS) Indicates Direct Shear,Test
I
��
a
>,
Q
0
v
Sampled by DS
U .E C
n
(GS) Indicates Grain Size Analysis
L
%. �
u`
0
�n
0
30
M
; Z
'
(SE) Indicates Sand Equivalent Test
1
I
11
i
1
o �? `� c o
Not meeting both criteria for GW
30
• .. .
:••: •.:: •
little or no fines
4, 0. U'
ro
Sp-
SM
SILTY SAND: Medium- -gray brown, slightly moist
9 y 9 y
.•
1
2
2
3
'- '=-�•''
3
5
6
SM
.
,
slightly cohesive, micaceous
1n us-
G
•';:-.•_orange-brown
10
17
14
u U Q co •C
or plasticity index less than 4
Sp
SAND: Medium brown, minor silt, fine grained,
slightly moist' non -cohesive, micaceous
moderately dense
dense
41.
'�• •• •.a
staining indicate extensive
25
33
22
32
25
-
• •�:
••.:
SP-
SM
GRAVELLY SAND WITH COBBLES: Medium gray-brown,Or—•
cobbl es to 15%
gravel to 20%
sand fine to coarse grained, slightly moist,
' non -cohesive, micaceous
no recovery.
no recovery'
very dense
41J�°
watering, probably from irrigation
•
5—
20
.:wove
2 '•
'�:••.C`�
; • ••••
�•' .�'�
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••: _
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• :U
s'• •' ' • -
1
DS
GS
SE ;8.
DS
Bag
33
9
17
27
102
113
97
13
10
12
SM
Retained #4 Sieve - 5%
Passing #2.00 Sieve = 48%
..4
8
and plasticity index greater than 7
27
31
27
25
25
16
21
-
-
3
-
Sp_
SPi
dense
GRAVELLY SAND WITH COBBLES: Gray -brown,
slightly moist, fine to coarse. grained sand,
micaceous
no recovery
very dense
.
-
50
3.1
"30
500A (2/77) Leighton & Associates
SDDA (2/77) Leighton & Associates
GEOTECHNICAL BORING LOG
•
Date 5-6-82 Drill liole No. B-6 (Cherry Avenue Sheet 2 of 2 -
South Bridge) -- ---�
Project aginf ring Creatl_'yp_CnU1mI11jt1P_c,` Job No. 681014 9-Ql
r
Drilling Co. Mondo Pacific -Type of Rig- Flight Auger
Bole Diameter 811 Drive Weight_ 140 lbs Drop 30 in.'
Elevation Ton of liole 8861± Ref. or Datum
0
aai aoi
a u.,
•�
P4 1:14as
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GEOTECI IN I CAL BORING LOG
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Date 5-10-82
Drill Hole
No.
B-18 _ (Cherry Avenue North Bridge)
shcetl of2
Project_ Boyle
Engbineering
--Creative
Communities-- Job No.
6810489-01
Drilling Co.
Mondo Pacific.
GEOTECHN I CAL' DESCRI PTI ON
Typo of Rig Flight
Auger t
Hole Diameter
811 Drive
Weight
140 lbs
Drop 30 in.
Elevation Top
of Hole 917'±
Ref.
or Datum (see Seismic
Traverse S6)
SDDA (2/77) Leighton & Associates
GEOTECHNICAL BORING LOG
•
Date 5-6-82 Drill liole No. B-6 (Cherry Avenue Sheet 2 of 2 -
South Bridge) -- ---�
Project aginf ring Creatl_'yp_CnU1mI11jt1P_c,` Job No. 681014 9-Ql
r
Drilling Co. Mondo Pacific -Type of Rig- Flight Auger
Bole Diameter 811 Drive Weight_ 140 lbs Drop 30 in.'
Elevation Ton of liole 8861± Ref. or Datum
0
aai aoi
a u.,
•�
P4 1:14as
'S
c0
4-
a
c�. a
�� t—
o
,o 0
r-4
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cn
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0-
�
a m
A.
>1QP
+
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Q A.
o
� 0
N�
In a�
•M �
U
•
0
`�4 "0
U
V;
oaSmpled
iSEOTECItNICAL DESCRIPTION .
Logged by DS
bDSQ •
Namps
3Q
4-
o
clayey fine sands
• �
GEOTECIiNICAL DESCRIPTION
GEOTECHN I CAL' DESCRI PTI ON
4 t44-_
-
�+
3
+_1
.�0
0
N
� _
0 44
N 0
rid
4J �
� -
TOTAL DEPTH 30 FEET
� N
.4 •
o 0
�-4 `o
a� V
Q �
.'�
a. n � •�
.°
Q R.
in
NO GROUNDWATER
Logged d b DS
I; g Y
Q w
0
t- 1--
a r4 y
GW
'rq �-4
to
1D30)0. 2
Cs ' Between 1 and 3
x D60'
(DS) Indicates Direct Shear,Test
I
��
a
>,
Q
0
v
Sampled by DS
U .E C
n
(GS) Indicates Grain Size Analysis
L
%. �
u`
0
�n
0
30
M
; Z
'
(SE) Indicates Sand Equivalent Test
1
I
11
i
1
o �? `� c o
Not meeting both criteria for GW
30
• .. .
little or no fines
4, 0. U'
ro
5,00A (2/77)
Leighton & Associates
GEOTECHNICAL BOAR I NG LOG:
Date 5-10-82 Drill Hole No. B-18 (Cherry Avenue North Bridge) S}�cet2 of2
Project Boyle Eng i neeri n - Creative Commun i ties- Job No. 6810489-()1
I Drilling Co. Mondo Pacific Type of Rig- Flight Anger .
Hole Diameter 917'± Drive Weight Drop in•
Elevation Top of Bole Ref. or Datum
500A - (2/77)
Leighton & Associates
G1'01'ECI IN I CA L BORING LOG
Date 5-7-82 Drill Bole No. B-14 (Cherry Avenue Sheet 1 of2 •-
South Bridgge)
Project Boyle Eri ineerinq - Creative Communities Job No. 6810489-01
Drilling Co. Mondo Pacific Type of Rig Flight Auger
Hole Diameter 811 Drive Weight 140 lbs Drop 30 in•
Elevation Top of iiole 8801± Ref. or Datum
Table. 4. ASTM Soil- Classif icatlon System (Unified)
Major Divisions
Group
Typical
Classification Criteria
0000
ML
Symbols
Namps
.�
4-
o
clayey fine sands
• �
GEOTECIiNICAL DESCRIPTION
GEOTECHN I CAL' DESCRI PTI ON
4 t44-_
O
�+
3
+_1
.�0
0
N
� _
0 44
N 0
rid
4J �
� -
t� 44
� N
.4 •
o 0
�-4 `o
a� V
Q �
.'�
a. n � •�
.°
Q R.
in
, ` .
Logged d b DS
I; g Y
Q w
0
t- 1--
a r4 y
GW
'rq �-4
to
1D30)0. 2
Cs ' Between 1 and 3
x D60'
O
•-•�
I
��
a
>,
Q
0
v
Sampled by DS
U .E C
n
Poorly graded gravels and
L
%. �
u`
0
�n
0
30
M
; Z
GP
gravel sand mixtures,
o �? `� c o
Not meeting both criteria for GW
30
• .. .
little or no fines
4, 0. U'
ro
Sp-
SM
SILTY SAND: Gray -brown' dry to slightly moist,
.•
1
2
2
3
•�
="
:
-
'�•''f�f:•
;;':';
;;:• ;•
°• • s- •=
o a •.
o•;;;�v
•;;'o=.-; . •
:,j: �•••
�. '•
o ,
•a :� • U.
�.::%:•::;
a..
3
5
6
SM
.
non --cohesive , micaceous '
loose
moderately dense
1n us-
G
10
17
14
u U Q co •C
or plasticity index less than 4
Sp
SAND: Medium brown, minor silt, fine grained,
slightly moist' non -cohesive, micaceous
moderately dense
dense
41.
'�• •• •.a
25
33
22
32
25
-
-
SP-
SM
GRAVELLY SAND WITH COBBLES: Medium gray-brown,Or—•
cobbl es to 15%
gravel to 20%
sand fine to coarse grained, slightly moist,
' non -cohesive, micaceous
no recovery.
no recovery'
very dense
41J�°
ti
GC
Clayey gravels, gravel -sand.
�` u > $,
Atterberg limits plot above "A" line
requiring use of dual
35
35
4
45—,-,•:.
' ' •''
Y
�: •:•-D
�,. '••
.•.
° .• d,
'`o .
..... o;
•�„ o'�
8
and plasticity index greater than 7
symbols
moderately dense
50
3.1
"30
u
A •~ N'N
g
Sp_
SM
GRAVELLY SAND WITH COBBLES: Medium gray -brown
cobbles to 10%
sand fine to coarse grained, slightly moist,
non -cohesive, ini caceous
very dense
N
•
TOTAL DEPTH 45 FEET
NO GROUNDWATER
jj Indicates Standard Penetration Test
(DS) Indicates Direct Shear Test
., _..
(SE) Indicates Sand Equivalent Test.
(GS) Indicates Grain Size Analysis
500A - (2/77)
Leighton & Associates
G1'01'ECI IN I CA L BORING LOG
Date 5-7-82 Drill Bole No. B-14 (Cherry Avenue Sheet 1 of2 •-
South Bridgge)
Project Boyle Eri ineerinq - Creative Communities Job No. 6810489-01
Drilling Co. Mondo Pacific Type of Rig Flight Auger
Hole Diameter 811 Drive Weight 140 lbs Drop 30 in•
Elevation Top of iiole 8801± Ref. or Datum
SODA (2/77)
Leighton & Associates
GEOTL• CI IN I CAL BORING LOG
(Cherry Avenue
Date 5-7-82 Drill Bole No. Sheet 2 of2
I B-1-4 South Bridge) •---- ---r
I Project Boyle Engineering- Creative Communities Job No. 6810489-01
Drilling Co. Mondo Pacific Type of Rig. Flight Auger
Hole Diameter 811 Drive Weight 140 lbs Drop 30 in.
Elevation Top of Hole 880'± Ref. or Datum
Table. 4. ASTM Soil- Classif icatlon System (Unified)
Major Divisions
Group
Typical
Classification Criteria
0000
ML
Symbols
Namps
.�
4-
o
clayey fine sands
• �
ti � �
GEOTECHN I CAL' DESCRI PTI ON
GEOTECHNICAL DESCRIPTION
N N
�+
3
+_1
.�0
0
N
� _
0 44
in
1 " •
in
• M ,q
0
Cdj
a) N
.a
-�
'
o 0
�-4 `o
a� V
Q �
N� U U
Logged by DS
Logged b DS
a t4
ca
� �
E�+
n. co ami
A 0 � `n
N
C
GW
gravel sand mixtures,
little or no fines
u E
:. H
1D30)0. 2
Cs ' Between 1 and 3
x D60'
O
•-•�
a.
A
�• v
Sampled by DS
S amp 1 cd by DS
N N'N
10
U .E C
n
Poorly graded gravels and
L
%. �
u`
0
�� i u v
0
,r
M
; Z
GP
gravel sand mixtures,
o �? `� c o
Not meeting both criteria for GW
30
. •-- �:
:•�:�•
little or no fines
4, 0. U'
ro
Sp-
SM
SILTY SAND: Gray -brown' dry to slightly moist,
.•
1
2
2
3
•�
="
:
-
'�•''f�f:•
;;':';
;;:• ;•
°• • s- •=
o a •.
o•;;;�v
•;;'o=.-; . •
:,j: �•••
�. '•
o ,
•a :� • U.
�.::%:•::;
a..
3
5
6
SM
.
non --cohesive , micaceous '
loose
moderately dense
1n us-
G
10
17
14
u U Q co •C
or plasticity index less than 4
Sp
SAND: Medium brown, minor silt, fine grained,
slightly moist' non -cohesive, micaceous
moderately dense
dense
41.
'�• •• •.a
25
33
22
32
25
-
-
SP-
SM
GRAVELLY SAND WITH COBBLES: Medium gray-brown,Or—•
cobbl es to 15%
gravel to 20%
sand fine to coarse grained, slightly moist,
' non -cohesive, micaceous
no recovery.
no recovery'
very dense
SODA (2/77)
Leighton & Associates
GEOTL• CI IN I CAL BORING LOG
(Cherry Avenue
Date 5-7-82 Drill Bole No. Sheet 2 of2
I B-1-4 South Bridge) •---- ---r
I Project Boyle Engineering- Creative Communities Job No. 6810489-01
Drilling Co. Mondo Pacific Type of Rig. Flight Auger
Hole Diameter 811 Drive Weight 140 lbs Drop 30 in.
Elevation Top of Hole 880'± Ref. or Datum
500A (2/77)
Table. 4. ASTM Soil- Classif icatlon System (Unified)
Major Divisions
Group
Typical
Classification Criteria
0000
ML
Symbols
Namps
•�
4-•
o
clayey fine sands
•�
o Qp
(A
GEOTECHNICAL DESCRIPTION
S
41
C .&-Z
1A
�o
VII
do
in
• M ,q
a 0
�$4
Q�
� r�
,°
Q Q1
H 0
u v
Logged b DS
Organic silts and organic
Well -graded gravels and
.02
" 30
�►
Pi -0.73i«•701
N
C
GW
gravel sand mixtures,
little or no fines
u E
:. H
1D30)0. 2
Cs ' Between 1 and 3
x D60'
O
•-•�
�•
Q
U
v
S amp 1 cd by DS
N N'N
10
U .E C
Poorly graded gravels and
L
%. �
u`
0
�� i u v
_
C •-
,r
M
; Z
GP
gravel sand mixtures,
o �? `� c o
Not meeting both criteria for GW
30
. •-- �:
:•�:�•
little or no fines
4, 0. U'
ro
Sp-
GRAVELLY SAND WITH OCCASIONAL COBBLES:
.•
GM
Silty gravels, gravel -sand-
c
10
c
C � cin
SM
medium brown, slightly damp, non -cohesive,
•;;:Q::••
1n us-
G
silt mixtures
u U Q co •C
or plasticity index less than 4
micaceous
41.
'�• •• •.a
;.c
iv '�
115
3
41J�°
ti
GC
Clayey gravels, gravel -sand.
�` u > $,
Atterberg limits plot above "A" line
requiring use of dual
35
clay mixtures
N.
N ?� •a
and plasticity index greater than 7
symbols
Q 'y
u
A •~ N'N
g
Cu-D60/D10 Greater than 6
-0
N
Well -graded sands and
C
�' ° g
c
U U-)
b. d
u
SW
gravelly sands,
little or no fines
°
Z ro o
(D301�
Cs ' D10 x D60 Between 1 and 3
Z
0
A
e
O .Y
':. '"
« In u v
" �0
V
.o
A H n, z
m N
X
y
°; •a:
Poorly graded sands and gravelly
Not meeting both criteria for SW
27
109
4
sands, little or no fines
�, „
q oe .- o.
o• --�
Atterberg limits plot below "A" line '
40
O
q
� S %4
A In
V c
-
40
SM
Silty sands, sand•silt mixtures
V
i44 t
.• o
or plasticity index less than 4
in hatched area are
° A
06
G .`�. C
vi U.
N
0
borderline classif it4tions
requiring use of dual
Atterberg limits plot above "A" line
SC
Clayey sands, sand -clay mixtures
-' •e �^
and plasticity index greater than 7
symbols
,
e •p•'
35
'-�•(J; a
30
very dense
a.. o•,.
45
TOTAL DEPTH 45 FEET
NO GROUNDWATER -
• r
(M Indicates Standard Penetration Test
500A (2/77)
.�
Table. 4. ASTM Soil- Classif icatlon System (Unified)
Major Divisions
Group
Typical
Classification Criteria
0000
ML
Symbols
Namps
.Will 10910 I,A1 I/141,01% 01 11111,1164-
clayey fine sands
0
so
Inorganic clays of low to
o
C .&-Z
CL
medium plasticity, gravelly
do
HN
• M ,q
clays, sandy clays, silty
.;
ZN
Cu D60%t0 Greater than 4
clays, lean clays
.
OL
Organic silts and organic
Well -graded gravels and
.02
" 30
�►
Pi -0.73i«•701
N
C
GW
gravel sand mixtures,
little or no fines
u E
:. H
1D30)0. 2
Cs ' Between 1 and 3
x D60'
O
•-•�
'
o c
"
MH
or diatomaceous fine sands
N N'N
10
U .E C
Poorly graded gravels and
L
%. �
u`
0
�� i u v
_
C •-
,r
M
; Z
GP
gravel sand mixtures,
o �? `� c o
Not meeting both criteria for GW
$
O
2 o C
little or no fines
4, 0. U'
ro
«
GM
Silty gravels, gravel -sand-
c
10
c
C � cin
Atterberg limits plot below "A" line
Atterberg limits plotting
to 2
1n us-
G
silt mixtures
u U Q co •C
or plasticity index less than 4
in hatched area are
c
;.c
iv '�
borderline classifications
41J�°
ti
GC
Clayey gravels, gravel -sand.
�` u > $,
Atterberg limits plot above "A" line
requiring use of dual
Ic ` c
clay mixtures
N.
N ?� •a
and plasticity index greater than 7
symbols
Q 'y
u
A •~ N'N
g
Cu-D60/D10 Greater than 6
-0
N
Well -graded sands and
C
�' ° g
c
U U-)
b. d
u
SW
gravelly sands,
little or no fines
°
Z ro o
(D301�
Cs ' D10 x D60 Between 1 and 3
Z
0
A
e
O .Y
':. '"
« In u v
" �0
V
.o
A H n, z
m N
X
y
SP
Poorly graded sands and gravelly
Not meeting both criteria for SW
„
C
sands, little or no fines
�, „
q oe .- o.
'
Atterberg limits plot below "A" line '
Atterberg limits plotting
O
q
� S %4
A In
V c
-
SM
Silty sands, sand•silt mixtures
V
i44 t
.• o
or plasticity index less than 4
in hatched area are
° A
06
G .`�. C
vi U.
N
0
borderline classif it4tions
requiring use of dual
Atterberg limits plot above "A" line
SC
Clayey sands, sand -clay mixtures
-' •e �^
and plasticity index greater than 7
symbols
,
.�
Inorganic silts, very line
a0
P•► 11111I11c11ioA 01 Ilnr•p/uned
M
ML
sands, rock flour, silty or
.Will 10910 I,A1 I/141,01% 01 11111,1164-
clayey fine sands
V " y
so
Inorganic clays of low to
o
C .&-Z
CL
medium plasticity, gravelly
do
HN
• M ,q
clays, sandy clays, silty
.;
ZN
•J
clays, lean clays
F
OL
Organic silts and organic
" 30
�►
Pi -0.73i«•701
silty clays of low plasticity
"
E
70
fA
Inorganic silts, micaceous
c
N
MH
or diatomaceous fine sands
U .E C
or silts, elastic silts
1
CH
Inorganic clays of high }
0
_
C •-
,r
`::J
plasticity, fat clays
►I.ASTICITY CMAAT
o
P•► 11111I11c11ioA 01 Ilnr•p/uned
.Will 10910 I,A1 I/141,01% 01 11111,1164-
10611111d Will.
AI►ub•1 j llenlll o1011,n, In hatched
Q
1.. .0
,.11 u1 N01dell,n/ 111,I,IIC,U•111
l.gwl,A, yr 01 dv/1 IYmN011,
�w111.A 01 A.I,n/:
Pi -0.73i«•701
c�
C
`::J
J A 0 10 70 00 40 s0 60 70 a0 f0 100
W bl OH Organic clays of medium �I.vld �In+11
to High plasticity
Highly Organic Soils PT Peat, muck, and other highly Visuel•Msnual Identification, see ASTM Oesignation 02488.
organic soils
66as4d on the rrrterlal passing the 0•in• 175•mm.lsleve.
f301t ISG E AV NO Ccwrjoc71I'W7
consultinq engineers / arcl••>tltects
118 AIRPORT DRIVE , SUITE 212 (714) 824-5580
SAN BERNARDINO , CALIFORNIA 92408
Apprtwed
Weslev Hvl
Leighton & Associates