03_140R2024R0017_7_of_19_0003.pdf
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Te ch ni ca l M em or an du m
N o.
0-
-0
Ge ot ec hn ic al L ab or at or y Te st in g in
S up po rt o f S ac k
Da m a nd
A rr oy o
Ca na l H ea dw or ks R eh ab ili ta tio n 24
T ab le
. S um m ar y of
P hy si ca l P ro pe rt ie s T es t R es ul ts (c on t.)
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In
-p la ce co nd iti on s d et er m in ed in th e fie ld b y tu be d en sit y m ea su re m en ts d ur in g sa m pl e co lle ct io n.
I n-pl ac e co nd iti on s d et er m in ed in th e la bo ra to ry b as ed o n m es au re m en ts d ur in g sp ec im en p re pa ra tio n of in ta ct sp ec im en s a nd a ve ra ge d w he re a pp lic ab le
Sh el by
SP
T
SP
T
SP
T
SP
T
UD
-2
1-
SP
T-
-0
UD
-2
1-
SP
T-
-0
Coefficient of Curvature Cc = D30
/ (D60 x D10)
Gravel (#4 to 3-inch)
Coefficient of Uniformity Cu = D60 / D10
Sand (#200 to #4)
Liquid Limit
Plasticity Index
LI
M
IT
S
DE
PT
H (fe et
USCS LAB CLASSIFICATION
Shelby Tube Visual USCS Field Classification from Field Geologist
Silt (0.002 mm to #200)
Clay (<0.002 mm)
Oversize ( 3-inch plus)
PA
RT
IC
LE
SI
ZE
F
RA
CT
IO
N
CO
N
SI
ST
EN
CY
CO
EF
FI
CI
EN
TS
Specific Gravity (Minus #4)
DR
IL
L H O
LE
FI
N
ES
0)
NV
N o Va lu e, N P
No n- Pl as tic
. L L w as a tt em pt ed o n al l s am pl es a nd re po rt ed e ve n if th e m at er ia l w as n on -p la st ic.
IN
-P
LA
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C O
N
DI
TI
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N S
LA
BO
RA
TO
RY
M
EA
SU
RE
M
EN
TS
FI
EL
D M
EA
RU
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M
EN
TS
Water Content
Dry Unit Weight (lbf/ft
In-Place Dry Unit Weight (lbf/ft
In-Place Water Content
6.
G501 Amendment No. 0003 ni ca l M em or an du m
N o.
0-
-0
Ge ot ec hn ic al L ab or at or y Te st in g in
S up po rt o f S ac k
Da m a nd
A rr oy o
Ca na l H ea dw or ks R eh ab ili ta n 25 le
. S um m ar y of
P hy si ca l P ro pe rt ie s T es t R es ul ts (c on t.)
SA
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In
-p la ce co nd iti on s d et er m in ed in th e fie ld b y tu be d en sit y m ea su re m en ts d ur in g sa m pl e co lle ct io n.
I n-pl ac e co nd iti on s d et er m in ed in th e la bo ra to ry b as ed o n m es au re m en ts d ur in g sp ec im en p re pa ra tio n of in ta ct sp ec im en s a nd a ve ra ge d w he re a pp lic ab le
Sh el by
SP
T
Sh el by
SP
T
SP
T
UD
-2
1-
SP
T-
-0
UD
-2
1-
SP
T-
-0
Coefficient of Curvature Cc = D30
/ (D60 x D10)
Gravel (#4 to 3-inch)
Coefficient of Uniformity Cu = D60 / D10
Sand (#200 to #4)
Liquid Limit
Plasticity Index
LI
M
IT
S
DE
PT
H (fe et
USCS LAB CLASSIFICATION
Shelby Tube Visual USCS Field Classification from Field Geologist
Silt (0.002 mm to #200)
Clay (<0.002 mm)
Oversize ( 3-inch plus)
PA
RT
IC
LE
SI
ZE
F
RA
CT
IO
N
CO
N
SI
ST
EN
CY
CO
EF
FI
CI
EN
TS
Specific Gravity (Minus #4)
DR
IL
L H O
LE
FI
N
ES
0)
NV
N o Va lu e, N P
No n- Pl as tic
. L L w as a tt em pt ed o n al l s am pl es a nd re po rt ed e ve n if th e m at er ia l w as n on -p la st ic.
IN
-P
LA
CE
C O
N
DI
TI
O
N S
LA
BO
RA
TO
RY
M
EA
SU
RE
M
EN
TS
FI
EL
D M
EA
RU
RE
M
EN
TS
Water Content
Dry Unit Weight (lbf/ft
In-Place Dry Unit Weight (lbf/ft
In-Place Water Content
UD
-2
1-
.5
.0
G502 ni ca l M em or an du m
N o.
0-
-0
Ge ot ec hn ic al L ab or at or y Te st in g in
S up po rt o f S ac k
Da m a nd
A rr oy o
Ca na l H ea dw or ks R eh ab ili ta n 26 le
. S um m ar y of
D is pe rs io n
Po te nt ia l T es t R es ul ts
Liquid Limit
Plasticity Index
Dry Unit Weight
(pcf)
Water Content
LL
PI
d w
UD
-2
1-
.0
.0 s(
CL
5.
.6
Di sp er siv e
ND
In te rm ed ia te
.0
.0 s(
CL
8.
.6
Di sp er siv e D1
Di sp er siv e
.0
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L)
NV
NP
1.
.8
Di sp er siv e D1
Di sp er siv e
UD
-2 1-
.0
.0
(C L) s
6.
.7
Di sp er siv e
D1 Di sp er siv e
UD
-2
1-
8.
- 1 0.
CL
.5
.5
Di sp er siv e
ND
In te rm ed ia te
UD
-2
1-
9.
- 1 1.
CL
3.
.7
Di sp er siv e D1
Di sp er siv e
UD
-2
1-
7.
- 9 .0
(C L) s
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.0
Di sp er siv e D2
Di sp er siv e
UD
-2
1-
7.
- 9 .0
(C L) s
9.
.8
No nd isp er siv e
ND
No nd isp er siv e
1 D ry u ni t w ei gh ts a nd w at er co nt en ts d et er m in ed fr om P in ho le T es t s pe cim en s.
Sp ec im en s w er e re co ns tit ut ed a nd co m pa ct ed n ea r t he a s-re cie ve d w at er co nt en t w he n po ss ib le u sin g th e
Ha rv ar d
M in ia tu re co m pa ct io n de vi ce
Sa m pl e do es n ot m ee t t he p la st ici ty re qu ire m en t f or te st in g of d isp er siv e so ils
Re su lts h av e be en p re se nt ed , b ut sh ou ld b e us ed w ith e ng in ee rin g ju dg em en t.
Pinhole Dispersion Classificaton
De pt h (ft
Dr ill H ol e
UD
-2
1-
Crumb Dispersion Grades
Crumb Dispersion Classification
Pinhole Dispersion Grade
USCS Laboratory Classification
G503 ni ca l M em or an du m
N o.
0-
-0
Ge ot ec hn ic al L ab or at or y Te st in g in
S up po rt o f S ac k
Da m a nd
A rr oy o
Ca na l H ea dw or ks R eh ab ili ta n 27 le
0.
S um m ar y of P er m ea bi lit y
T es t R es
US
CS
(Vertical) Effective Consolidation Stress w d ( pc f)
' vc c ( ps
f) i k v (c m /s
.0
.0 s(
CL
.5
.9
4.
7.
0E -0
.0
.0 s( M
L)
NV
NP
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.6
3.
2.
4E -0
UD
-2 1-
.0
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CL
.4
3.
5.
5.
9E
-0
UD
-2
1-
7.
- 9 .0
(C L) s
.2
1.
.3
1.
2E
-0
UD
-2
1-
7.
- 9
.0 (C
L) s
.1
0.
2.
1.
4E -0
Bo ld
It al ics in di ca te s t es ts p er fo rm ed b y Kn ig ht
P ie so ld a cc or di ng to
A
ST
M D
M et ho d
C (fa lli ng h ea d, ri sin g ta il w at er ) w ith is ot ro pi c c on so lid at io n
*T es t p er fo rm ed b y
GL
FS
o n Ko co ns ol id at ed tr ia xia l c om pr es sio n te st sp ec im en p rio r t o sh ea rin g vi a
AS
TM
D
M et ho d
D (c on st an t f lo w
Vertical Hydraulic Conductivity
UD
-2
1-
Initial Dry Unit Weight
DR
IL
L H O
LE
DE
PT
H
(ft
LL
PI
Initial Water Content
Max Hydraulic Gradient
G504 ni ca l M em or an du m
N o.
0-
-0
Ge ot ec hn ic al L ab or at or y Te st in g in
S up po rt o f S ac k
Da m a nd
A rr oy o
Ca na l H ea dw or ks R eh ab ili ta n 28 le
1.
S um m ar y of O ne -D im en si on al C on so lid at io n an d
Sw el l P ot en tia l T es t R es
Dr ill
H ol e De pt h
Liquid Limit
Plasticity Index
In-situ Water Content
In-situ Dry Unit Weight (pcf)
Degree of Saturation
Initial Void Ratio
Recompression Index
Compression Index
Swell Pressure (psf)
Swell Potential/Expansion
Preconsolidation Pressure (psf)
Aproximate In-situ Vertical Effective Stress (psf)
Overconsolidation Ratio
(ft
LL
PI
w d
S e o C r C c P' s S p
P' c
' v o
O
CR
.8 s(
CL
.8
.1
7.
0.
0.
0.
NO
NE
NA
4.
B
.3
S M
.6
.0
.7 0.
0.
0.
NO
NE
NA
NA
NA
B
NA
UD
-2 1-
.8 s(
M L)
NV
NP
.0
.4
.2
0.
0.
0.
NA
NA
NA
A
NA
.5
(C L) s
.8
.0
.7 0.
0.
0.
NO
NE
NA
6.
B
.0 s(
M L)
NV
NP
.7
.5
0.
0.
0.
0.
NO
NE
NA
NA
NA
A
NA
.8 s(
CL
.8
9.
.6 0.
0.
0.
NA
7.
A
UD
-2
1-
9.
CL
.2
.0
3.
0.
0.
0.
NO
NE
NA
.4 A
9.
.2
5.
.6
0.
1.
NA
NA
NA
NA
9.
.6
6.
.8
0.
0.
0.
NA
8.
A
.5 s(
CL
.6
4.
.8
0.
0.
0.
NO
NE
NA
8.
A
UD
-2 1-
.0
CL
.4
0.
.9 0.
0.
0.
NA
2.
A
8.
(C
L) s
.3
.5
.9
0.
0.
0.
NO
NE
NA
2.
B
.5
(C L) s
.5
.7
3.
0.
0.
0.
NO
NE
NA
6.
B
.8
(C L) s
.7
1.
.9
0.
0.
0.
NO
NE
NA
5.
B
UD
-2 1-
8.
(C
L) s
.8
.4
3.
0.
0.
0.
NO
NE
NA
4.
B
2 It al ici ze d sp ec im en te st ed fo r s w el l p ot en tia l a llo w in g vo lu m et ric st ra in /e xp an sio n vi a
AS
TM
6.
S pe cim en w as in un da te d w ith ta p w at er a t a v er tic al e ffe ct iv e co ns ol id at io n st re ss o f 2 p sf
NA
N ot A pp lic ab le
; t he p re co ns ol id at io n pr es su re w as n ot re po rt ed b as ed o n m at er ia l t yp e, p la st ici ty a nd
/o r m at er ia l d id n ot e xh ib it w el l-d ef in ed st re ss h ist or y be ha vi or
UD
-2
1-
UD
-2
1-
UD
-2
1-e/e0
Sample Quality Designation
USCS Laboratory Classification
UD
-2
1-
(C L) s
1 N V
No
V al ue , N
P
No n
Pl as tic
4 A pp ro xim at e in -s itu v er tic al e ffe ct iv e st re ss ca lcu la te d fro m u ni t w ei gh t d et er m in at io ns a nd g ro un d w at er ta bl e en co un te re d in th e dr ill h ol e.
5 S am pl e Q ua lit y De sig na tio n
(S Q
D) d ef in ed b y Te rz ag hi e t a l.
(1
6)
6 S am pl e
Q ua lit y ba se d on ch an ge in v oi d ra tio v s.
in iti al v oi d ra tio p ro po se d by Lu nn e et a l.
(1
7)
. N A
No t a pp lic ab le fo r s oi ls w ith ou t v al id O
CR
G505 ni ca l M em or an du m
N o.
0-
-0
Ge ot ec hn ic al L ab or at or y Te st in g in
S up po rt o f S ac k
Da m a nd
A rr oy o
Ca na l H ea dw or ks R eh ab ili ta n 29 le
2.
S um m ar y of C on so lid at ed U nd ra in ed
T ri ax ia l C om pr es si on
T es t R es
US
CS
Specimen No.
Approximate In-situ Vertical Effective Stress
Approximate In-situ Overconsolidation Ratio
Consolidation Method
(Vertical) Effective Consolidation Stress
Major Effective Principal Stress at Failure
Minor Effective Principal Stress at Failure
Effective Stress Cohesion
Effective Stress Friction Angle
Peak Undrained Shear Strength
Measured Undrained Strength Ratio
Peak Undrained Strength Model w d ( pc f) vo ps f)
O
CR
' vc c ( ps
f) K o
' 1f (p sf
' 3f (p sf u (p sf c' c u ( ps f)
' cu s u
(p sf s u vc s u (p sf
.1
.1
1.
0.
.5
.8
1.
0.
.5
.8
2.
0.
.3
.2
2.
2.
.4
.7
2.
0.
.6
.6
3.
1.
.4
5.
3.
-5
1.
.4
3.
5.
0.
.7
7.
7.
0.
.3
.6
4.
0.
.7
6.
3.
1.
.1
.9
7.
1.
.8
1.
4.
0.
.9
3.
4.
0.
.7
5.
6.
0.
.2
.2
5.
0.
.2
1.
3.
0.
.8
2.
6.
0.
.1
7.
0.
1.
0.
.0
0.
0.
0.
0.
.8
7.
0.
1.
0.
.9
.7
0.
3.
0.
.1
0.
0.
6.
0.
.3
4.
0.
5.
0.
.4
.8
0.
0.
0.
.9
.1
0.
2.
0.
.2
.5
0.
2.
0.
1 P ea k un dr ai ne d sh ea r s tr en gt h m od el s a re b as ed o n nu m er ica l b es t f it of th e da ta
. N ot e th at so m e sp ec im en s w er e om itt ed fr om th e fit if th e be ha vi or w as n ot si m ila r t o ot he r s pe cim en s w ith in th e su ite o f t es tin g.
to
.0
.0
Coefficient of Lateral Earth Pressure at Rest Post- Consol.
Iso tr op ic
(C L) s
(C H) s
K o K o
.0
.0
7.
- 9 .0
UD
-2
1-
.0
.0
No te
: B ol d Ita lic s in di ca te
T ria xia l C om pr es sio n Te st in g pe rfo rm ed b y Kn ig ht
P ie so ld in D en ve r, CO p er
A
ST
M D
Is ot ro pi ca lly
C on so lid at ed
U nd ra in ed T ria xia l C om pr es sio n.
D at a w as ch ec ke d an d an al yz ed b y
GL
FS
p er so nn el
St ra in ra te s v ar ie d be tw ee n la bo ra to rie s.
S ee re po rt te xt fo r d et ai ls.
A ll ot he r t es tin g pe rfo rm ed b y
GL
FS
v ia
K o-co ns ol id at io n.
.8 c c
,4 c c c vc vc vc
.8
.1
.0
.0
NV
NP
0 00 69 to
5.
.9
.3
.8
UD
-2
1-
8.
- 1 0.
.4
Iso tr op ic
7.
(C L) s s(
CL
(C L) s s(
CL
) t o
(C L) s
NA
.7
0 21
.3
DR
IL
L H O
LE
DE
PT
H
(ft
LL
PI
8.
Initial Water Content
Initial Dry Unit Weight
Iso tr op ic
Iso tr op ic
Axial Strain at Failure
Excess Pore Water Pressure at Failure
UD
-2
1-
UD
-2
1-
.0
.0
Iso tr op ic
7.
- 9 .0
.0
.0 s(
CL
s( M
L) s(
CL
4.
NA
K o
2.
UD
-2
1-
UD
-2
1-
Iso tr op ic
2.
4.
G506 ni ca l M em or an du m
N o.
0-
-0
Ge ot ec hn ic al L ab or at or y Te st in g in
S up po rt o f S ac k
Da m a nd
A rr oy o
Ca na l H ea dw or ks R eh ab ili ta n 30 le
3.
S um m ar y of S ta tic
D ir ec t S im pl e Sh ea r
T es t R es
Fi gu re
. U nd ra in ed S tr en gt h
(le ft
) a nd
E ff ec tiv e St re ss
(r ig ht ) A na ly se s o f t he
S ta tic D
SS
T es tin g
Fines Content
LL
PI
w d ( pc f)
P c ps f) v' (p sf
O
CR
vc (p sf
O
CR
s f ( ps f) f vc u (p sf
N (p sf
.0
.6
0.
x in
-s itu
NA
0.
3.
.1
1.
in
-s itu
NA
0.
4.
.9
3.
~0 .5 x in
-s itu
5.
0.
-9
2.
.5
3.
in
-s itu
2.
0.
4.
.5
2.
~2 x in -s itu
1.
0.
7.
UD
-2
1-
9.
- 1 1.
Dr ill
H ol e
UD
-2 1-
.0
.0
Liquid Limit De pt h
(ft
CL
USCS Lab ClASSIFICATION
(M L) s
NA
NA
Pore Water Pressure at Failure
Consolidation Stress Conditions
Initial Water Content
Initial Dry Unit Weight
Plasticity Index
.8
.8
Specimen No.
2.
Shear Strain at Failure
Effective Normal Stress at Failure
Measured Strength Ratio
Estimated Preconsolidation Pressure
Approximate In-situ Vertical Effective Stress
Shear Stress at Failure
Approximate In-situ Overconsolidation Ratio
Vertical Effective Consolidation Stress at Test
Approximate Specimen Overconsolidation Ratio s u
0.
' vc
R² s u
0.
' vc
R²
.8
Peak Undrained Strength (psf)
Ve rt ica l E ffe ct iv e
Co ns ol id at io n St re ss
(p sf
UD
-2
1- 2, 5.
- 2
7.
ft
UD
-2
1- 7, .0
.0 ft y
0.
x
5.
R² y
0.
x
.4
R²
.9
Shear Stress at failure (psf)
Ef fe ct iv e N or m al S tr es s a t f ai lu re (p sf
UD
-2
1- 2, 5.
- 2
7.
ft
UD
-2
1- 7, .0
.0 ft
UD
-2
1- 2, 5.
-2
7.
ft c' D
SS
ps f
' D
SS
.0 o
UD
-2
1- 7, .0
.0 ft c' D
SS
p sf
' DS
S
.1 o
G507 ni ca l M em or an du m
N o.
0-
-0
Ge ot ec hn ic al L ab or at or y Te st in g in
S up po rt o f S ac k
Da m a nd
A rr oy o
Ca na l H ea dw or ks R eh ab ili ta n 31 le
4.
S um m ar y of C yc lic
U nd ra in ed D ir ec t S im pl e
Sh ea r T es t R es
Liquid Limit
Plasticity Index
Fines Content
Initial Water Content
Initial Dry Density
Approximate In-situ Vertical Effective Stress
Vertical Effective Consolidation Stress
Single Amplitude Shear Strain
Cyclic Frequeny
Number of Cycles to equilibrium
Average Undrained Shear Strength at equilibrium
Shear Modulus at equilibrium
Material Damping at equilibrium
Pore Pressure Ratio at equilibrium
LL
PI
w d ( pc f)
P v ps f)
' vc (p sf s (
Hz N s u eq
(p sf
G e q ( ps
f) D e q ( r u eq
0.
0.
.4
.4
5.
0.
.4
.1 0.
0.
.5
.4 5.
0.
.2
.6
Eq ui lib riu m w as in te rp re te d at th e po in t i n w hi ch si ng le a m pl itu de sh ea r s tr es s r ea ch ed a co ns ta nt v al ue w ith ti m e/ cy cle s.
2 S he ar st re ng th m ag ni tu de w as a ve ra ge u sin g po sit iv e an d ne ga tiv e sin gl e am pl itu de cy cle s a t e qu ili br iu m
.7
2.
.5
UD
-2
1-
.7
NV
NPNP
6.
SP
-S
M
Dr ill
H ol e De pt h
(ft
UD
-2
1-
.6
NV
USCS Lab Classification s( M
L)
.5
.8
G508
S P
T -2
3-
1.
2.
S P
T -2
3-
2.
2.
6.
5.
1.
S P
T -2
3-
2.
4.
6.
4.
2.
S P
T -2
3-
5.
5.
7.
4.
3.
S P
T -2
3-
6.
6.
.5
.6
.9
S P
T -2
3-
7.
9.
.2
.4 4.
S P
T -2
3-
.0
.5
9.
6.
3.
S P
T -2
3-
.5
.5
.9
.8 2.
S P
T -2
3-
.5
.0
S P
T -2
3-
.5
.5
.7
.6
.1
S P
T -2
3-
.5
.0
.1
.5
2.
S P
T -2
3-
.0
.0
.1
.1
9.
S P
T -2
3-
.0
.5
S P
T -2
3-
.5
.3
.8
.0
1.
S P
T -2
3-
.5
.0
.5
.4 9.
S P
T -2
3-
.0
.5
.2
.7
.5
S P
T -2
3-
.5
9.
.5
.9
3.
Passing 3/8" (%)
Passing #4 (%)
Passing #8 (%)
Passing #10 (%)
Passing #16 (%)
Passing #20 (%)
Passing #30 (%)
Passing #40 (%)
Passing #50 (%)
Passing #60 (%)
Passing #100 (%)
Passing #140 (%)
Passing #200 (%)
Silt (%)
Passing 2" (%)
Passing 1" (%)
Passing 3" (%)
Passing 1-1/2" (%)
D -4 -1
F
IG
U R
E
E xp lo ra ti o n
ID
D ep th (f t.
S am p le
N u m b er
Clay (%)
Passing 3/4" (%)
Passing 1/2" (%)
T A
B U
LA
R
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S
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D A
T E
8/
/2
.0
A
D R
A W
N B
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JD
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C H
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D B
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G509Amendment No. 0003
T -2
3-
.0
.5
.6
.4 2.
S P
T -2
3-
.5
.0
9.
6.
2.
S P
T -2
3-
.0
.5
.3 8.
2.
S P
T -2
3-
.5
.5
.8
.7 4.
S P
T -2
3-
.0
.5
.5
.9 7.
S P
T -2
3-
.0
.5
.9 7.
6.
S P
T -2
3-
.5
.0
.0
.6
.4
S P
T -2
3-
.0
.5
.5
.2
.3
S P
T -2
3-
.5
.3
.7
.6
5.
S P
T -2
3-
.3
.0
.4
.6
9.
S P
T -2
3-
.0
.5
.4
.6
.8
S P
T -2
3-
.5
.0
.4
.8
8.
S P
T -2
3-
.0
.5
.2
.4
8.
S P
T -2
3-
.5
.5
.5
.2
.3
Passing 3/8" (%)
Passing #4 (%)
Passing #8 (%)
Passing #10 (%)
Passing #16 (%)
Passing #20 (%)
Passing #30 (%)
Passing #40 (%)
Passing #50 (%)
Passing #60 (%)
Passing #100 (%)
Passing #140 (%)
Passing #200 (%)
Silt (%)
Passing 2" (%)
Passing 1" (%)
Passing 3" (%)
Passing 1-1/2" (%)
F
IG
U R
E
E xp lo ra ti o n
ID
D ep th (f t.
S am p le
N u m b er
Clay (%)
Passing 3/4" (%)
Passing 1/2" (%)
T A
B U
LA
R
S
IE
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A N
A
LY
S
IS
gI N
T F
IL
E
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A W
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JD
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D -4 -1
G510Amendment No. 0003
T -2
3-
.8
.0
.1
.4
2.
S P
T -2
3-
.0
.3
7.
4.
2.
S P
T -2
3-
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.0
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.7
S P
T -2
3-
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.2 9.
S P
T -2
3-
.3
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.6
4.
S P
T -2
3-
.5
.0
.5 8.
4.
S P
T -2
3-
.0
.0
.3
.2 5.
Passing 3/8" (%)
Passing #4 (%)
Passing #8 (%)
Passing #10 (%)
Passing #16 (%)
Passing #20 (%)
Passing #30 (%)
Passing #40 (%)
Passing #50 (%)
Passing #60 (%)
Passing #100 (%)
Passing #140 (%)
Passing #200 (%)
Silt (%)
Passing 2" (%)
Passing 1" (%)
Passing 3" (%)
Passing 1-1/2" (%)
F
IG
U R
E
E xp lo ra ti o n
ID
D ep th (f t.
S am p le
N u m b er
Clay (%)
Passing 3/4" (%)
Passing 1/2" (%)
T A
B U
LA
R
S
IE
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A N
A
LY
S
IS
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T F
IL
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K lf_ gi nt _m as te r_
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T
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0/
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S an
J oa qu in
R iv er R es to ra tio n P ro je ct M en do ta P oo l B yp as s
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A
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D -4
G511Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NM
NP
NP
NM
NM
NP
NP
NM
NM
NP
NP
NM
S1
S1
S2
S3
S3
NM
0.36
0.261
0.227
0.011
NM
0.128
0.111
0.097
NM
1 - 2
2 - 2.5
2.5 - 4
5 - 5.75
6 - 6.5
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
1 - 2
2 - 2.5
2.5 - 4
5 - 5.75
6 - 6.5
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
0.162
0.583
0.533
0.542
0.057
SILTY SAND (SM)
POORLY GRADED SAND with SILT (SP-SM)
POORLY GRADED SAND with SILT (SP-SM)
POORLY GRADED SAND with SILT (SP-SM)
SANDY LEAN CLAY (CL)
NM
1.73
1.15
0.98
NM
NM
4.54
4.82
5.60
NM
FIGURE
143/4 1/212
6.9
7.7
8.9
69.5
NM
5.2
5.1
5.9
55.6
CLAY
%Silt*
NM
1.7
2.6
3.0
13.9
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
P
LO
T T
E D
/1 9/
:1
P
M B
Y
JS
al a gI N
T F
IL
E
K lf_ gi nt _m as te r_
O
JE
C
T N
U M
B E
R
.0
F
IC
E
F
IL
T E
R
S T
O C
K T
O N gI N
T T
E M
P
LA
T E
E
:K
LF
_S T
A N
D A
R D
_G
IN
T _L
IB
R
A R
Y _2
.G
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
Fresno and Madera Counties, California
G512Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NP
NP
NP
NP
NP
NP
NP
NP
NP
S4
S5
S6
S6
S7
0.035
0.169
0.16
NM
0.022
0.009
0.075
0.06
NM
0.002
7.5 - 9
10 - 11.5
12.5 - 13.5
13.5 - 14
15.5 - 16.5
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
7.5 - 9
10 - 11.5
12.5 - 13.5
13.5 - 14
15.5 - 16.5
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
0.062
0.38
0.314
NM
0.067
SILT with SAND (ML)
POORLY GRADED SAND with SILT (SP-SM)
SILTY SAND (SM)
LEAN CLAY with SAND (CL)
SANDY SILTY CLAY (CL-ML)
2.27
1.00
1.35
NM
4.44
7.17
5.04
5.21
NM
41.55
FIGURE
143/4 1/212
72.2
9.9
13.9
63.7
67.4
6.9
11.8
NM
52.6
CLAY
%Silt*
4.8
3.0
2.1
NM
11.1
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
P
LO
T T
E D
/1 9/
:1
P
M B
Y
JS
al a gI N
T F
IL
E
K lf_ gi nt _m as te r_
O
JE
C
T N
U M
B E
R
.0
F
IC
E
F
IL
T E
R
S T
O C
K T
O N gI N
T T
E M
P
LA
T E
E
:K
LF
_S T
A N
D A
R D
_G
IN
T _L
IB
R
A R
Y _2
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G513Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NM
NP
NP
NP
NM
NP
NM
NP
NP
NP
S8
S8
S9
S9
S10
0.054
0.016
NM
0.074
0.009
0.034
0.002
NM
0.046
0.002
17.5 - 18
18 - 19
20 - 20.5
20.5 - 21.5
22.5 - 24
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
17.5 - 18
18 - 19
20 - 20.5
20.5 - 21.5
22.5 - 24
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
0.09
0.05
NM
0.148
0.026
SANDY SILT (ML)
SILT (ML)
SILT with SAND (ML)
SILTY SAND (SM)
SILTY CLAY (CL-ML)
0.96
2.02
NM
0.80
1.33
2.64
19.94
NM
3.25
11.74
FIGURE
143/4 1/212
55.1
88.1
30.8
91.5
52.5
79.1
NM
29.0
82.4
CLAY
%Silt*
2.6
9.0
NM
1.8
9.1
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
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T T
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P
LA
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_S T
A N
D A
R D
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T _L
IB
R
A R
Y _2
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G514Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
S11
S12
S13
S14
S15
0.008
0.077
0.15
0.196
0.273
0.002
0.012
0.055
0.077
0.072
25 - 26.5
27.5 - 29
30 - 31.5
32.5 - 34
35 - 36.5
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
25 - 26.5
27.5 - 29
30 - 31.5
32.5 - 34
35 - 36.5
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
0.043
0.182
0.443
0.628
0.622
SILTY CLAY with SAND (CL-ML)
SILTY SAND (SM)
SILTY SAND (SM)
POORLY GRADED SAND with SILT (SP-SM)
WELL-GRADED SAND with SILT (SW-SM)
0.74
2.78
0.92
0.79
1.65
22.89
15.68
8.02
8.14
8.60
FIGURE
143/4 1/212
74.2
29.5
12.6
9.3
10.3
63.7
25.9
10.4
6.4
8.3
CLAY
%Silt*
10.5
3.6
2.2
2.9
2.0
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
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F
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S T
O C
K T
O N gI N
T T
E M
P
LA
T E
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:K
LF
_S T
A N
D A
R D
_G
IN
T _L
IB
R
A R
Y _2
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G515Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NP
NM
NP
NM
NP
NM
S16
S17
S17
S18
S19
0.221
0.046
0.206
0.01
0.039
0.021
0.004
0.017
0.001
0.001
37.5 - 38.5
40 - 40.5
41 - 41.5
42.5 - 44
45 - 46.5
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
37.5 - 38.5
40 - 40.5
41 - 41.5
42.5 - 44
45 - 46.5
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
0.48
0.074
0.59
0.072
0.127
SILTY SAND (SM)
SANDY SILT (ML)
CLAYEY SAND (SC)
SANDY LEAN CLAY (CL)
SILTY CLAYEY SAND (SC-SM)
4.79
7.80
4.22
0.93
8.05
22.50
20.22
34.71
51.17
85.51
FIGURE
143/4 1/212
15.8
60.5
13.9
61.0
49.5
11.7
52.9
7.7
47.6
38.2
CLAY
%Silt*
4.1
7.6
6.2
13.4
11.3
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
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F
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T E
R
S T
O C
K T
O N gI N
T T
E M
P
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T E
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:K
LF
_S T
A N
D A
R D
_G
IN
T _L
IB
R
A R
Y _2
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G516Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NM
NM
NM
NM
NM
NM
S20
S20
S21
S22
S23
0.05
0.013
0.012
0.016
0.018
0.006
0.002
0.001
0.003
0.002
47.5 - 48.3
48.3 - 49
50 - 51.5
52.5 - 54
55 - 55.5
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
47.5 - 48.3
48.3 - 49
50 - 51.5
52.5 - 54
55 - 55.5
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
0.138
0.053
0.058
0.045
0.184
SILTY CLAYEY SAND (SC-SM)
SILTY CLAY with SAND (CL-ML)
SILT with SAND (ML)
LEAN CLAY with SAND (CL)
SANDY SILT (ML)
3.02
1.53
1.82
2.20
0.76
22.48
23.86
40.01
17.98
75.53
FIGURE
143/4 1/212
41.7
74.4
71.4
84.4
51.2
36.6
64.6
58.6
75.8
42.4
CLAY
%Silt*
5.1
9.8
12.8
8.6
8.8
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
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T T
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A N
D A
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IN
T _L
IB
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A R
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LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
S20
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G517Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
S23
S24
S25
S26
S27
0.009
0.189
0.228
0.019
0.05
0.002
0.033
0.111
0.002
0.002
55.5 - 56.5
57.8 - 59
60 - 61.3
62.5 - 64
65.5 - 66.3
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
55.5 - 56.5
57.8 - 59
60 - 61.3
62.5 - 64
65.5 - 66.3
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-11
0.049
0.379
0.582
0.066
0.277
SILTY CLAY with SAND (CL-ML)
SILTY SAND (SM)
POORLY GRADED SAND with SILT (SP-SM)
SANDY SILT (ML)
SILTY SAND (SM)
1.14
2.82
0.81
3.10
4.32
32.55
11.38
5.25
36.93
133.31
FIGURE
143/4 1/212
70.5
16.1
7.2
65.3
38.1
58.2
13.4
4.4
54.6
28.2
CLAY
%Silt*
12.3
2.7
2.8
10.7
9.9
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
P
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_S T
A N
D A
R D
_G
IN
T _L
IB
R
A R
Y _2
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G518Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NP
NM
NM
NM
NM
NM
NM
NP
NM
NM
NM
S27
S28
S29
0.035
0.288
0.032
0.173
0.272
0.008
0.033
0.006
0.083
0.137
66.3 - 66.5
67.5 - 68
68 - 69
1 - 2.5
2.5 - 4
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
66.3 - 66.5
67.5 - 68
68 - 69
1 - 2.5
2.5 - 4
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-12
SPT-23-12
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-12
SPT-23-12
0.063
0.53
0.062
0.318
0.407
SILT with SAND (ML)
SILTY SAND (SM)
SILTY CLAY with SAND (CL-ML)
POORLY GRADED SAND with SILT (SP-SM)
POORLY GRADED SAND (SP)
2.27
4.81
2.69
1.13
1.33
7.47
16.27
10.36
3.82
2.98
FIGURE
143/4 1/212
70.7
12.5
70.3
9.2
3.3
66.6
8.1
65.2
8.2
1.9
CLAY
%Silt*
4.1
4.4
5.1
1.0
1.4
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
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T _L
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A R
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LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
Fresno and Madera Counties, California
G519Amendment No. 0003 jchadwick Highlight jchadwick Highlight jchadwick Highlight jchadwick Highlight jchadwick Highlight jchadwick Highlight
T -2
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Passing #20 (%)
Passing #30 (%)
Passing #40 (%)
Passing #50 (%)
Passing #60 (%)
Passing #100 (%)
Passing #140 (%)
Passing #200 (%)
Silt (%)
Passing 2" (%)
Passing 1" (%)
Passing 3" (%)
Passing 1-1/2" (%)
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6.
6.
S P
T -2
3-
.0
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3.
S P
T -2
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S P
T -2
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S P
T -2
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S P
T -2
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8.
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7.
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S P
T -2
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S P
T -2
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Passing 3/8" (%)
Passing #4 (%)
Passing #8 (%)
Passing #10 (%)
Passing #16 (%)
Passing #20 (%)
Passing #30 (%)
Passing #40 (%)
Passing #50 (%)
Passing #60 (%)
Passing #100 (%)
Passing #140 (%)
Passing #200 (%)
Silt (%)
Passing 2" (%)
Passing 1" (%)
Passing 3" (%)
Passing 1-1/2" (%)
F
IG
U R
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E xp lo ra ti o n
ID
D ep th (f t.
S am p le
N u m b er
Clay (%)
Passing 3/4" (%)
Passing 1/2" (%)
T A
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G521Amendment No. 0003
T -2
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Passing 3/8" (%)
Passing #4 (%)
Passing #8 (%)
Passing #10 (%)
Passing #16 (%)
Passing #20 (%)
Passing #30 (%)
Passing #40 (%)
Passing #50 (%)
Passing #60 (%)
Passing #100 (%)
Passing #140 (%)
Passing #200 (%)
Silt (%)
Passing 2" (%)
Passing 1" (%)
Passing 3" (%)
Passing 1-1/2" (%)
F
IG
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E xp lo ra ti o n
ID
D ep th (f t.
S am p le
N u m b er
Clay (%)
Passing 3/4" (%)
Passing 1/2" (%)
T A
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D -4
G522Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NP
NM
NM
NM
NM
NM
NM
NP
NM
NM
NM
S27
S28
S29
0.035
0.288
0.032
0.173
0.272
0.008
0.033
0.006
0.083
0.137
66.3 - 66.5
67.5 - 68
68 - 69
1 - 2.5
2.5 - 4
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
66.3 - 66.5
67.5 - 68
68 - 69
1 - 2.5
2.5 - 4
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-12
SPT-23-12
SPT-23-11
SPT-23-11
SPT-23-11
SPT-23-12
SPT-23-12
0.063
0.53
0.062
0.318
0.407
SILT with SAND (ML)
SILTY SAND (SM)
SILTY CLAY with SAND (CL-ML)
POORLY GRADED SAND with SILT (SP-SM)
POORLY GRADED SAND (SP)
2.27
4.81
2.69
1.13
1.33
7.47
16.27
10.36
3.82
2.98
FIGURE
143/4 1/212
70.7
12.5
70.3
9.2
3.3
66.6
8.1
65.2
8.2
1.9
CLAY
%Silt*
4.1
4.4
5.1
1.0
1.4
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
P
LO
T T
E D
/1 9/
:2
P
M B
Y
JS
al a gI N
T F
IL
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K lf_ gi nt _m as te r_
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.0
F
IC
E
F
IL
T E
R
S T
O C
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O N gI N
T T
E M
P
LA
T E
E
:K
LF
_S T
A N
D A
R D
_G
IN
T _L
IB
R
A R
Y _2
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
Fresno and Madera Counties, California
G523Amendment No. 0003 jchadwick Highlight jchadwick Highlight jchadwick Highlight
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NP
NM
NM
NP
NP
NP
NM
NM
NP
NP
NP
NM
NM
NP
NP
0.134
0.178
0.229
0.052
0.067
0.041
0.11
0.052
0.01
0.015
5 - 6.5
7.5 - 9
10 - 10.5
12.5 - 14
15 - 16
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
5 - 6.5
7.5 - 9
10 - 10.5
12.5 - 14
15 - 16
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
0.279
0.317
0.501
0.094
0.119
SILTY SAND (SM)
SILTY SAND (SM)
POORLY GRADED SAND with SILT (SP-SM)
SILTY SAND (SM)
SILTY SAND (SM)
1.59
0.91
1.99
2.74
2.57
6.87
2.88
9.56
9.02
8.21
FIGURE
143/4 1/212
13.0
5.8
18.0
45.9
33.3
8.5
3.5
14.9
41.1
28.2
CLAY
%Silt*
4.5
2.3
3.1
4.8
5.1
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
P
LO
T T
E D
/1 9/
:2
P
M B
Y
JS
al a gI N
T F
IL
E
K lf_ gi nt _m as te r_
O
JE
C
T N
U M
B E
R
.0
F
IC
E
F
IL
T E
R
S T
O C
K T
O N gI N
T T
E M
P
LA
T E
E
:K
LF
_S T
A N
D A
R D
_G
IN
T _L
IB
R
A R
Y _2
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G524Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NM
NP
NM
NP
NM
NP
0.338
0.13
0.017
0.023
0.012
0.141
0.015
0.002
NM
0.004
16 - 16.5
17.5 - 19
20 - 21.5
22.5 - 24
25 - 26.5
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
16 - 16.5
17.5 - 19
20 - 21.5
22.5 - 24
25 - 26.5
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
0.537
0.434
0.048
0.114
0.031
SILTY SAND (SM)
SILTY SAND (SM)
SILTY CLAY with SAND (CL-ML)
SILTY SAND (SM)
SILTY CLAY (CL-ML)
1.51
2.67
3.29
NM
1.02
3.80
29.60
25.50
NM
7.32
FIGURE
143/4 1/212
5.7
20.5
76.0
47.7
91.9
NM
14.2
65.8
35.5
88.9
CLAY
%Silt*
NM
6.3
10.2
12.2
3.0
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
P
LO
T T
E D
/1 9/
:2
P
M B
Y
JS
al a gI N
T F
IL
E
K lf_ gi nt _m as te r_
O
JE
C
T N
U M
B E
R
.0
F
IC
E
F
IL
T E
R
S T
O C
K T
O N gI N
T T
E M
P
LA
T E
E
:K
LF
_S T
A N
D A
R D
_G
IN
T _L
IB
R
A R
Y _2
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G525Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NP
NP
NP
NM
NP
NP
NM
NP
NP
NP
NM
0.044
0.059
0.42
0.308
0.52
0.005
0.02
0.039
0.12
0.012
27.5 - 29
30 - 31.5
32.5 - 34
35 - 36.5
37.5 - 39
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
27.5 - 29
30 - 31.5
32.5 - 34
35 - 36.5
37.5 - 39
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
0.076
0.098
0.859
0.625
1.269
SANDY SILT (ML)
SILTY SAND (SM)
POORLY GRADED SAND with SILT (SP-SM)
POORLY GRADED SAND with CLAY (SP-SC)
POORLY GRADED SAND with CLAY (SP-SC)
5.44
1.76
5.23
1.26
17.61
16.22
4.91
21.92
5.19
104.86
FIGURE
143/4 1/212
59.3
46.7
10.7
6.4
12.4
52.0
42.6
8.1
3.9
6.4
CLAY
%Silt*
7.3
4.1
2.6
2.5
6.0
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
P
LO
T T
E D
/1 9/
:2
P
M B
Y
JS
al a gI N
T F
IL
E
K lf_ gi nt _m as te r_
O
JE
C
T N
U M
B E
R
.0
F
IC
E
F
IL
T E
R
S T
O C
K T
O N gI N
T T
E M
P
LA
T E
E
:K
LF
_S T
A N
D A
R D
_G
IN
T _L
IB
R
A R
Y _2
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G526Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
0.294
0.003
0.011
0.02
0.076
0.056
NM
NM
0.004
0.003
40 - 41.5
43 - 44
45 - 46.5
47.5 - 49
50 - 51.5
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
40 - 41.5
43 - 44
45 - 46.5
47.5 - 49
50 - 51.5
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
0.703
0.026
0.07
0.11
0.234
WELL-GRADED SAND with SILTY CLAY (SW-SC)
LEAN CLAY with SAND (CL)
SANDY LEAN CLAY (CL)
SANDY SILTY CLAY (CL-ML)
SILTY CLAYEY SAND (SC-SM)
2.22
NM
NM
1.00
7.19
12.64
NM
NM
31.47
68.58
FIGURE
143/4 1/212
11.4
71.3
61.9
51.8
29.8
8.1
47.0
43.2
44.2
21.6
CLAY
%Silt*
3.3
24.3
18.7
7.6
8.2
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
P
LO
T T
E D
/1 9/
:2
P
M B
Y
JS
al a gI N
T F
IL
E
K lf_ gi nt _m as te r_
O
JE
C
T N
U M
B E
R
.0
F
IC
E
F
IL
T E
R
S T
O C
K T
O N gI N
T T
E M
P
LA
T E
E
:K
LF
_S T
A N
D A
R D
_G
IN
T _L
IB
R
A R
Y _2
LF
_S
IE
V E
A N
A
LY
S
IS
DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G527Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NM
NP
NP
NP
NP
NM
NP
NP
NP
NM
NP
NP
NP
NP
0.035
0.146
0.14
0.038
0.182
0.004
0.084
0.03
0.013
0.072
52.5 - 54
55 - 56.5
57.5 - 58
60 - 61.5
62.5 - 64
Exploration ID Depth (ft.)
P E
R C
E N
T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
52.5 - 54
55 - 56.5
57.5 - 58
60 - 61.5
62.5 - 64
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
0.096
0.275
0.324
0.08
0.402
SILTY CLAYEY SAND (SC-SM)
POORLY GRADED SAND with SILT (SP-SM)
SILTY SAND (SM)
SANDY SILT (ML)
POORLY GRADED SAND with SILT (SP-SM)
3.37
0.93
2.03
1.37
1.15
25.04
3.28
10.89
5.99
5.60
FIGURE
143/4 1/212
48.2
6.9
18.1
57.0
10.3
40.9
4.8
16.1
54.8
8.0
CLAY
%Silt*
7.3
2.1
2.0
2.2
2.3
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
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DATE: 10/23/2023
CHECKED BY: JW
DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
G528Amendment No. 0003
0.0010.010.1110100
3/8 3 10024 16 301 2006 10
Sample Number Sample Description LL PL PI
CuCc
20 40
B O
U L
D E
R
6 601.5 8
%Clay*D60 D30 D10D100 Passing
3/4" Passing
#4 Passing
#200
NP
NP
NP
NM
NP
NP
NP
NM
NP
NP
NP
NM
0.005
NM
0.082
0.101
0.075
NM
NM
0.042
0.013
NM
65 - 66.5
70 - 71.5
72.5 - 74
75 - 76.5
1 - 1.5
Exploration ID Depth (ft.)
P E
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T F
IN
E
R B
Y W
E
IG
H T
GRAIN SIZE IN MILLIMETERS
medium fine
GRAVEL SAND
COBBLE
coarse coarsefine
Exploration ID Depth (ft.)
SIEVE ANALYSIS
SILT
HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4
Coefficients of Uniformity - Cu = D60 / D10
Coefficients of Curvature - CC = (D30) 2 / D60 D10
D60 = Grain diameter at 60% passing
D30 = Grain diameter at 30% passing
D10 = Grain diameter at 10% passing
65 - 66.5
70 - 71.5
72.5 - 74
75 - 76.5
1 - 1.5
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-13
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-12
SPT-23-13
0.039
0.096
0.134
0.159
0.173
LEAN CLAY with SAND (CL)
SILTY SAND (SM)
SILTY SAND (SM)
SILTY SAND (SM)
SILTY SAND (SM)
NM
NM
1.17
4.92
NM
NM
NM
3.17
12.25
NM
FIGURE
143/4 1/212
80.6
24.7
21.2
59.3
NM
23.5
16.4
NM
CLAY
%Silt*
21.3
NM
1.2
4.8
NM
*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.
Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).
NP = Nonplastic NA = Not Available NM = Not Measured
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DRAWN BY: JDS
PROJECT NO.:
20233893.001A
D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project
San Joaquin River Restoration Program California Great Basin Region
Fresno and Madera Counties, California
G529Amendment No. 0003 jchadwick Highlight jchadwick Highlight jchadwick Highlight jchadwick Highlight jchadwick Highlight jchadwick Highlight jchadwick Highlight
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Passing #60 (%)
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Passing #140 (%)
Passing #200 (%)
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Passing 1" (%)
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