|
295 295
<br />20
<br />/0
<br />- COnS1�ruC f/On
<br />Sur-vey Line-�Z
<br />8 2 (/977
<br />Soft dark brown, fine SANDY and SILTY
<br />CLAY
<br />90
<br />0 .Sof, f dor-k green SILTY CLAY, black PEAT_
<br />and orange -brown f>i?e -medium 0.9 94
<br />SILTY SAND
<br />Stiff` PEAT and parity decomposed
<br />ORGANIC materials c S l5
<br />-/0
<br />Very stiff, b /ue -green, fine SANDY � SILTY
<br />CLAYICLAYEY SILT /05
<br />Semrcompacf blue-green, fine -medium SAND
<br />1.2 I/2
<br />--20 Stiff, blue-green, fine SANDY 10 CLAYEY S/Lj
<br />Semicompact, blue-green SILTY SAND
<br />Very stiff blue-green, free SANDY sill
<br />SILTY CLAY
<br />1-30
<br />8-2(1977)
<br />!/.4 6 iF7
<br />2T/4 5
<br />(/977
<br />-97
<br />8-5
<br />-��E x /"s ;1' b r- i dg e
<br />6 -+---- -- f------ - 7 \ -�--� - ----- 8 - - 9 I A3-7 300
<br />G.W. S
<br />T CLW s. -,Q =10.3 _
<br />--- 12-22-77
<br />Very dense -dense, gray -green, fne-medium •;':
<br />SAND with occasional SILT -'`:
<br />00 23 `= 9 /.4 42
<br />Hard, blue-green SILTY CLAY
<br />5O Dense, blue-green, fine -medium SAN
<br />,SILTY SAND SANDY SILT
<br />-60 Dense, blue-green, very fine SANDY SIL
<br />Very Stiff' b/ue-green CLAY l•9
<br />90133 10114139
<br />), / -
<br />l2 /4754
<br />•Y
<br />1-70 Very hard -hard, blue -green/ Erne SANDY
<br />CLAYEY SILT
<br />14 114123
<br />12-21-77
<br />PLAN
<br />Sia/e: 20
<br />LEGEND OF EARTH MATERIALS
<br />UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION
<br />FOR SOILS
<br />Gravel tiN Peat or
<br />tiN organic matter According to the Standard Penetration Test
<br />w Sand: , Fill material N2 of blows Granular Cohesive
<br />Silt Shale 0-5 Very loose Very soft
<br />011010
<br />MIM I
<br />Ri
<br />Fines (siItorclay)
<br />Fine
<br />CH
<br />MH
<br />OL
<br />CL
<br />ML
<br />SC
<br />SM
<br />SP
<br />SW
<br />GC
<br />GM
<br />GP
<br />GW
<br />//8 8
<br />. -.
<br />-
<br />Sands with fines
<br />Clean sands
<br />Gravels with fines
<br />Clean gravels
<br />zap
<br />Silts and clays
<br />Silts and clays
<br />>12%fines
<br /><5%fines
<br />>12%fines
<br /><5%fines
<br />ELiquid
<br />limit greater than 50
<br />Liquid limit less than 50
<br />a
<br />Sands -more than50/oofcoarse
<br />0
<br />Gravels -more than50/oofcoarse
<br />Jet boring
<br />PEAT
<br />4
<br />fraction is smaller than NQ 4 sieve.
<br />fraction is larger than N24 sieve.
<br />Fine grained soilsCoarse
<br />grained soils
<br />than 50% is smaller than N4 200 sieve)
<br />( More than 50% is larger than NQ 200 sieve)
<br />011010
<br />MIM I
<br />Ri
<br />Fines (siItorclay)
<br />Fine
<br />Medium Coarse Fine
<br />Coarse
<br />Cobbles
<br />Boulders
<br />�'I `
<br />...; , jam, e,,.
<br />sand
<br />LABORATORY CLASSIFICATION CRITERIA
<br />gravel
<br />a'•
<br />X50
<br />Sieve sizes 8 g 2 't M
<br />• i1•i
<br />4�1/.4
<br />dark green SANDY 46 SILT Y CLAY` clean SAND
<br />//8 8
<br />. -.
<br />-
<br />19
<br />O(Dxa)2 6-10
<br />GW and SW- C so greater than 4 for G W 8 6 for SW • C - between I a 3.
<br />u DID c DID x D60 Clay :Sandstone
<br />Loose
<br />Soft
<br />zap
<br />VEL a
<br />0,311 14
<br />2 11.4-15
<br />with a 30 drop)
<br />CH
<br />Alternate zones of soft, clar-A gcr-een SILTY CLAY
<br />11 -20
<br />Semicompact
<br />Stiff
<br />-
<br />>-i
<br />Jet boring
<br />PEAT
<br />4
<br />I
<br />1_-9.6 10
<br />„
<br />4130
<br />GP and SP- Clean gravel or sand not meeting requirements for GW and SW.
<br />Sandy clay
<br />Limestone 21-35
<br />GM and SM-Atterberg limits below "A" line or P I. less than 4. 0Clayey
<br />Blue-green SILTY CLAY
<br />Test pit
<br />S- Direct shear
<br />s'WS.L.
<br />1403 Compac r, b /ue -green very fine - fin e
<br />V�7
<br />SILTY SAND
<br />-L�
<br />Sandor
<br />CompaCl
<br />Very Stiff
<br />v
<br />6 /.4 /4 SILTY CLAY
<br />act blue green, fine -medium SILTY SAND
<br />;
<br />GC and SC -Atterberg limits above A' line with P. I. greater than 7.12
<br />f �
<br />Compact blue -green, fine SANDY .S 1 / 'r
<br />;;Fl*
<br />--30
<br />iDeose, blue -green f /r
<br />1
<br />2 /4 "Cone penetrometer
<br />T -Triaxial compression Date
<br />S/LTY SAND
<br />U
<br />emrcom ac7; brow/- fine -Coat se SAAID
<br />to
<br />2131
<br />011010
<br />MIM I
<br />Ri
<br />Fines (siItorclay)
<br />Fine
<br />Medium Coarse Fine
<br />Coarse
<br />Cobbles
<br />Boulders
<br />�'I `
<br />...; , jam, e,,.
<br />sand
<br />sand Isandl gravel
<br />gravel
<br />a'•
<br />medium SANDY SILT wl'th occasional /eases of
<br />Sieve sizes 8 g 2 't M
<br />��'Sandy silt or �Metamorphic 36-70 Dense Hard
<br />silty sand rock
<br />Silty clay or %70 Very dense Very hard
<br />ML ,- Igneous rock
<br />o IQ 20 30 40 DO 60 70 eU y0 pp Classification of earth materials shown on this sheet is based on field inspection and Clayey Sllt
<br />LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated.
<br />/694: C'
<br />v
<br />B-/ (/977)
<br />FILE NAME
<br />DRAWER
<br />SHEET N0.
<br />�'I `
<br />...; , jam, e,,.
<br />;�•
<br />Sem/compact brown -dark brown fine -
<br />12.7
<br />yuck"
<br />-green
<br />'/L T
<br />S 54 7/
<br />?Yray 2 8 rr4 r6
<br />SILTY, 7'1i7e -
<br />ND wr fh T 115 14
<br />/ne
<br />very fine
<br />0.5 i66
<br />ar; SILTY,
<br />n SAND
<br />!VEL
<br />k green, very
<br />5-Y S/LT/
<br />aY
<br />r.9 947
<br />n SANDY
<br />SILT ai 29
<br />12.
<br />5-18-82
<br />/1
<br />8
<br />16
<br />4
<br />!
<br />P
<br />CSI
<br />:: (Very soft channel °muck" �, (Very sof channel "muck" 3s
<br />72
<br />94
<br />/ 2.5 3 Very soft gray CLAYEY
<br />S/LTISANDY SILT %.f 80 60 ¢° 20 5-19-82
<br />::4•. 2 I.4 /34 '�: ! 2.527 Compact-semrcompact, gray -green,
<br />T /. l /// /8 : %,, 2 /. 4 /8 Erne SANDY SILT
<br />CompOc f f'o dense, dark gree/-,
<br />Pine SANDY SIL TS/L.T Y SAND
<br />3 140
<br />Y ., \•
<br />:-.aA Very dense, gray SANDY SILT wr t -h scattered
<br />fi /4 �5 fine GRAVEL
<br />-own 1.
<br />Ver dense gray -green, S/LTY,
<br />s 14 100 fine _medium SAND
<br />Dense dark green SANDY SILT
<br />6 / 4 59
<br />Ver -rte.. hard, dark green SANDY
<br />Zfl--4 r o CLAYEY SILT
<br />H
<br />>n SILTY 5-19-62
<br />PROF/L E
<br />Horizontal: / "= 20
<br />Scale: Vertical: I"=/O
<br />3/J
<br />act dark g/ men, very fine
<br />SILT
<br />38
<br />dank green SANDY
<br />CLAYEY SILT
<br />Dense gray S/LTY, fine -medium SAND
<br />wr fh fine GRAVEL
<br />=6/ 4=53
<br />Veru hard/very dense, dar--k green CLAYEY
<br />7 !4 10o SILT/SANDY SILT
<br />A8
<br />Hard, dark green SILTY CLAY
<br />Very hal-df dark green, fine
<br />SANDY CLAYEY SILT
<br />5-/7-82
<br />LEGEND OF BORING OPERATIONS
<br />-�- Plan of any boring ROTARY BORING PENETRATION TEST
<br />ElLocation B-NRotary boring o• Location
<br />Top hole elev. 2.e
<br />B' No.
<br />Top hole elev.
<br />N Diamond core boring Moisture (% dry wt) Casing Sample number
<br />Dry density (lbs./cu.ft.) Set Pushed P
<br />E3 Auger boring Size of sample (inches)
<br />Elevation Refer -(L -1 -)CC:
<br />Survey L/ne Sia 297f00
<br />E-lev. 12.74 - San.Joocqu1n County owfLl /
<br />20
<br />Date of Date 20 a
<br />boring B I ows per foot
<br />SCALE: As Shown
<br />Very hard, blue-green SILTY CLAY
<br />Com act b /ue -green, very fine - f ine SANDY _ 70
<br />/5 1.4 25 SILTS/LTY SAND
<br />Ver hard blue -green, very Erne SANDY
<br />16/ 4 /0O CL AY
<br />Dense, 6/u -gTyen lne SANDY SILT/ _
<br />/7 /.4 47 S 9AND
<br />/2- Os�22-77
<br />MOORE & TABER NORTHERN CALIFORNIA
<br />CONSULTING ENGINEERS AND GEOLOGISTS
<br />APPROVED N-V+Q-..�^,,vfoy!� 'SY JOB No.
<br />REGISTERED CIVIL ENGINE N9.4j!!yy
<br />SSA N JOA QUI/V COUNT Y
<br />EIGHT MILE ROAD BRIDGE IV2104.3
<br />AT
<br />BISHOP CUT
<br />LOG OF TEST BORINGS _
<br />By; J. O. D.
<br />Scale: As shown Date: Mays /982 Drawing
<br />Check by. R. D,
<br />EIGHT MILE RD. BRIDGE NO. 1043 sHEET TOTAL
<br />(Across Bishop Canal) ,l76 Z/14
<br />STATE NO. 29C-1 14
<br />B-/ (/977)
<br />f cone' -C tq/-/0-7�.
<br />"'��
<br />. /2 /0
<br />oach fill
<br />;�•
<br />Sem/compact brown -dark brown fine -
<br />phic represent
<br />a'•
<br />medium SANDY SILT wl'th occasional /eases of
<br />Sample boring
<br />• i1•i
<br />4�1/.4
<br />dark green SANDY 46 SILT Y CLAY` clean SAND
<br />//8 8
<br />. -.
<br />l 1.4 14• PAIDY
<br />19
<br />Soft tan � SILTY CLAY wi fh fine
<br />o'
<br />VEL a
<br />0,311 14
<br />2 11.4-15
<br />with a 30 drop)
<br />hammer with
<br />Alternate zones of soft, clar-A gcr-een SILTY CLAY
<br />SILTY SANDISANDY SILT 'and dark brown
<br />Jet boring
<br />PEAT
<br />4
<br />I
<br />1_-9.6 10
<br />„
<br />4130
<br />Czrnp--rf) k 6/ue,�reen, very fine SANDY SILT
<br />Blue-green SILTY CLAY
<br />Test pit
<br />S- Direct shear
<br />s'WS.L.
<br />1403 Compac r, b /ue -green very fine - fin e
<br />-%'
<br />SILTY SAND
<br />44
<br />125
<br />�.
<br />StifF dark green SANDY -20
<br />1.9 08 ZD
<br />::•:�
<br />6 /.4 /4 SILTY CLAY
<br />act blue green, fine -medium SILTY SAND
<br />;
<br />7 1.432
<br />f �
<br />Compact blue -green, fine SANDY .S 1 / 'r
<br />;;Fl*
<br />--30
<br />iDeose, blue -green f /r
<br />1
<br />2 /4 "Cone penetrometer
<br />T -Triaxial compression Date
<br />S/LTY SAND
<br />Unconformable material change
<br />emrcom ac7; brow/- fine -Coat se SAAID
<br />to
<br />2131
<br />9 / ¢ /f3 fine GRAVEL
<br />��
<br />Very sfr f i; //ght brown SILTY CLAY
<br />- 40
<br />Hard brown SILTY CLAY with orange - brown
<br />2.7/ 26
<br />;'
<br />// /.438 SANDY any' CLAYEY SILT
<br />00
<br />21/2 Cone penetrometer
<br />S0
<br />stl ff, 61 -own very fine SANDY
<br />40
<br />-�
<br />SILTY CLAY
<br />0.580 42
<br />.:4:
<br />/3 Sernrcoropact, 7`an orange -brown very
<br />fine SANDY SILT
<br />--60
<br />Date of Date 20 a
<br />boring B I ows per foot
<br />SCALE: As Shown
<br />Very hard, blue-green SILTY CLAY
<br />Com act b /ue -green, very fine - f ine SANDY _ 70
<br />/5 1.4 25 SILTS/LTY SAND
<br />Ver hard blue -green, very Erne SANDY
<br />16/ 4 /0O CL AY
<br />Dense, 6/u -gTyen lne SANDY SILT/ _
<br />/7 /.4 47 S 9AND
<br />/2- Os�22-77
<br />MOORE & TABER NORTHERN CALIFORNIA
<br />CONSULTING ENGINEERS AND GEOLOGISTS
<br />APPROVED N-V+Q-..�^,,vfoy!� 'SY JOB No.
<br />REGISTERED CIVIL ENGINE N9.4j!!yy
<br />SSA N JOA QUI/V COUNT Y
<br />EIGHT MILE ROAD BRIDGE IV2104.3
<br />AT
<br />BISHOP CUT
<br />LOG OF TEST BORINGS _
<br />By; J. O. D.
<br />Scale: As shown Date: Mays /982 Drawing
<br />Check by. R. D,
<br />EIGHT MILE RD. BRIDGE NO. 1043 sHEET TOTAL
<br />(Across Bishop Canal) ,l76 Z/14
<br />STATE NO. 29C-1 14
<br />Unconfined compressive
<br />"'��
<br />Blows per foot
<br />Blows per foot
<br />1110 12
<br />Gr
<br />phic represent
<br />tion
<br />Sample boring
<br />strength (tons/sq.ft.)
<br />(Using a 140 lb. hammer
<br />(Using 140 I b.
<br />19
<br />of driving role.
<br />rent,
<br />Designates other soils tests
<br />."
<br />with a 30 drop)
<br />hammer with
<br />20
<br />21
<br />Jet boring
<br />C - Consolidation 2.4 105
<br />4
<br />I
<br />1.4 s5
<br />„
<br />4130
<br />r--�
<br />Test pit
<br />S- Direct shear
<br />s'WS.L.
<br />Conformable material change
<br />30 drop)
<br />44
<br />125
<br />E - Ex
<br />Expansion Elevation
<br />;
<br />Approximate material change
<br />s
<br />0
<br />1
<br />2 /4 "Cone penetrometer
<br />T -Triaxial compression Date
<br />Unconformable material change
<br />to
<br />2131
<br />00
<br />21/2 Cone penetrometer
<br />40
<br />Date of Date 20 a
<br />boring B I ows per foot
<br />SCALE: As Shown
<br />Very hard, blue-green SILTY CLAY
<br />Com act b /ue -green, very fine - f ine SANDY _ 70
<br />/5 1.4 25 SILTS/LTY SAND
<br />Ver hard blue -green, very Erne SANDY
<br />16/ 4 /0O CL AY
<br />Dense, 6/u -gTyen lne SANDY SILT/ _
<br />/7 /.4 47 S 9AND
<br />/2- Os�22-77
<br />MOORE & TABER NORTHERN CALIFORNIA
<br />CONSULTING ENGINEERS AND GEOLOGISTS
<br />APPROVED N-V+Q-..�^,,vfoy!� 'SY JOB No.
<br />REGISTERED CIVIL ENGINE N9.4j!!yy
<br />SSA N JOA QUI/V COUNT Y
<br />EIGHT MILE ROAD BRIDGE IV2104.3
<br />AT
<br />BISHOP CUT
<br />LOG OF TEST BORINGS _
<br />By; J. O. D.
<br />Scale: As shown Date: Mays /982 Drawing
<br />Check by. R. D,
<br />EIGHT MILE RD. BRIDGE NO. 1043 sHEET TOTAL
<br />(Across Bishop Canal) ,l76 Z/14
<br />STATE NO. 29C-1 14
<br />
|