appendix - iowa department of transportation54 54 54 (a) (a) 45 45 54 54 54 45 45 54 54 54 45 45 54...
TRANSCRIPT
APPENDIX
Page 1173
Table 2501.03-1 (English Units) ......................................................................1174 Table 2501.03-2 (Metric Units) ........................................................................1176 Table 2550.02-1 ..............................................................................................1178 Table 2553.02-1 ..............................................................................................1179 Table 2553.02-2 ..............................................................................................1180 Table 2553.02-3 ..............................................................................................1181 Table 2553.02-4 ..............................................................................................1182 Table 2553.02-5 ..............................................................................................1183 Aggregate Gradation Table (English) ..............................................................1184 Aggregate Gradation Table (Metric) ................................................................1188 Theoretical Rate of Evaporation Chart (English Units) ....................................1192 Theoretical Rate of Evaporation Chart (Metric Units) ......................................1193
Page 1174
T
able
250
1.0
3-1
(E
ng
lish
Un
its)
E
ner
gy
Val
ues
Fo
r G
ravi
ty A
nd
Die
sel H
am
me
rs
Min
imum
Ene
rgy
Req
uire
d fo
r G
ravi
ty H
amm
ers
(Ft.
- K
ips(b
) )
Con
cret
e P
ile
Ste
el H
-Pile
P
ile L
engt
h (f
t.)
Woo
d P
ile
12
" to
14
" 16
" 10
x
42
10
x 5
7 12
x
53
12
x 7
4 14
x
73
14
x 8
9
25' o
r le
ss
26' t
o 40
' 41
' to
50'
51' t
o 65
' 66
' to
90'
15
15
15
(a)
(a)
25
25
25
(a)
(a)
27
27
27
(a)
(a)
23
23
25
25
30
23
23
25
25
30
23
23
25
25
30
25
30
30
30
33
25
30
30
30
33
32
35
36
36
36
Max
imum
Ene
rgy
Allo
we
d fo
r G
ravi
ty H
amm
ers
(Ft.
- K
ips(b
) )
Con
cret
e P
ile
Ste
el H
-Pile
P
ile L
engt
h (f
t.)
Woo
d P
ile
12
" to
14
" 16
" 10
x
42
10
x 5
7 12
x
53
12
x 7
4 14
x
73
14
x 8
9
25' o
r le
ss
26' t
o 40
' 41
' to
50'
51' t
o 65
' 66
' to
90'
25
25
25
(a)
(a)
34
34
34
(a)
(a)
36
36
36
(a)
(a)
28
32
38
35
35
28
35
38
38
38
28
35
42
38
38
35
38
42
42
42
35
38
42
42
42
42
45
48
48
50
APPENDIX
Page 1175
APPENDIX
Min
imum
Ene
rgy
Req
uire
d fo
r D
iese
l Ham
mer
s (F
t. -
Kip
s(b) )
Con
cret
e P
ile
Ste
el H
-Pile
P
ile L
engt
h (f
t.)
Woo
d P
ile
12
" to
14
" 16
" 10
x
42
10
x 5
7 12
x
53
12
x 7
4 14
x
73
14
x 8
9
25' o
r le
ss
26' t
o 40
' 41
' to
50'
>51
' to
65'
66' t
o 90
'
17
17
17
(a)
(a)
23
23
23
(a)
(a)
28
28
28
(a)
(a)
22
22
22
22
22
24
24
26
26
29
24
24
26
26
29
29
29
33
33
40
29
29
33
33
40
33
40
40
40
49
Max
imum
Ene
rgy
Allo
we
d fo
r D
iese
l Ham
me
rs (
Ft.
- K
ips(b
) )
Con
cret
e P
ile
Ste
el H
-Pile
P
ile L
engt
h (f
t.)
Woo
d P
ile
12
" to
14
" 16
" 10
x
42
10
x 5
7 12
x
53
12
x 7
4 14
x
73
14
x 8
9
25' o
r le
ss
26' t
o 40
' 41
' to
50'
51’ t
o 65
’
24
24
33
(a)
32
32
32
(a)
40
40
40
(a)
33
33
40
40
33
33
40
40
33
33
40
40
40
40
43
43
40
40
43
43
43
47
52
52
(a)
Wav
e eq
uat
ion
ana
lysi
s.
(b)
Ft.
- K
ips
- 1,
000
foot
po
unds
.
For
des
ign
bea
rings
und
er 4
0 to
ns, m
inim
um d
iese
l ham
mer
ene
rgie
s lis
ted
ma
y b
e re
duce
d b
y 20
% fo
r co
ncre
te p
ile a
nd 1
0%
for
stee
l pi
le.
Page 1176
T
able
250
1.0
3-2
(M
etri
c U
nit
s)
En
erg
y V
alu
es F
or
Gra
vity
An
d D
iese
l Ha
mm
ers
M
inim
um E
nerg
y R
equi
red
for
Gra
vity
Ham
mer
s (k
ilojo
ule
s)
Con
cret
e P
ile
Ste
el H
-Pile
P
ile L
engt
h (m
eter
s)
Woo
d P
ile
305
mm
to
35
6 m
m
406
mm
25
0 x
62
250
x 85
31
0 x
79
310
x 11
0 36
0 x
108
360
x 13
2
7.5
or le
ss
7.6
to 1
2.0
12.1
to 1
5.0
15.1
to 2
0.0
20.1
to 2
8.0
20
20
20
(a)
(a)
34
34
34
(a)
(a)
37
37
37
(a)
(a)
31
31
34
34
41
31
31
34
34
41
31
31
34
34
41
34
41
41
41
45
34
41
41
41
45
43
47
49
49
49
Max
imum
Ene
rgy
Allo
we
d fo
r G
ravi
ty H
amm
ers
(kilo
joul
es)
Con
cret
e P
ile
Ste
el H
-Pile
P
ile L
engt
h (m
eter
s)
Woo
d P
ile
305
mm
to
35
6 m
m
406
mm
25
0 x
62
250
x 85
31
0 x
79
310
x 11
0 36
0 x
108
360
x 13
2
7.5
or le
ss
7.6
to 1
2.0
12.1
to 1
5.0
15.1
to 2
0.0
20.1
to 2
8.0
34
34
34
(a)
(a)
46
46
46
(a)
(a)
49
49
49
(a)
(a)
38
43
47
47
52
38
47
52
52
52
38
47
52
52
57
47
52
57
57
57
47
52
57
57
57
57
61
65
65
68
APPENDIX
Page 1177
APPENDIX
M
inim
um E
nerg
y R
equi
red
for
Die
sel H
amm
ers
(kilo
jou
les)
Con
cret
e P
ile
Ste
el H
-Pile
P
ile L
engt
h (m
eter
s)
Woo
d P
ile
305
mm
to
35
6 m
m
406
mm
25
0 x
62
250
x 85
31
0 x
79
310
x 11
0 36
0 x
108
360
x 13
2
7.5
or le
ss
7.6
to 1
2.0
12.1
to 1
5.0
15.1
to 2
0.0
20.1
to 2
8.0
23
23
23
(a)
(a)
31
31
31
(a)
(a)
38
38
38
(a)
(a)
30
30
30
30
30
33
33
35
35
39
33
33
35
35
39
39
39
45
45
54
39
39
45
45
54
45
54
54
54
66
Max
imum
En
erg
y A
llow
ed
for
Die
sel H
amm
ers
(ki
lojo
ules
)
Con
cret
e P
ile
Ste
el H
-Pile
P
ile L
engt
h (m
eter
s)
Woo
d P
ile
305
mm
to
35
6 m
m
406
mm
25
0 x
62
250
x 85
31
0 x
79
310
x 11
0 36
0 x
108
360
x 13
2
7.5
or le
ss
7.6
to 1
2.0
12.1
to 1
5.0
15.1
to 2
0.0
20.1
to 2
8.0
33
33
45
(a)
(a)
43
43
43
(a)
(a)
54
54
54
(a)
(a)
45
45
54
54
54
45
45
54
54
54
45
45
54
54
64
54
54
58
58
66
54
54
58
58
66
58
64
70
70
81
(a)
Wav
e eq
uat
ion
ana
lysi
s. F
or d
esig
n be
arin
gs u
nder
35
5 kN
, min
imum
die
sel h
amm
er e
nerg
ies
liste
d m
ay
be r
educ
ed b
y 20
% fo
r co
ncre
te p
ile a
nd 1
0%
for
stee
l pile
.
Page 1178
T
able
255
0.0
2-1
: F
abri
c F
orm
Min
imu
m P
rop
erty
Req
uir
emen
ts
Pro
per
ty
Tes
t M
eth
od
U
nit
s A
rmo
r U
nit
A
rtic
ula
tin
g B
lock
Mat
Com
pos
itio
n of
Yar
ns
Nyl
on o
r P
olye
ster
N
ylon
or
Pol
yest
er
Mas
s P
er U
nit
Are
a (d
oub
le-la
yer)
A
ST
M D
526
1oz
/yd2
(g/m
2)
14 (
470)
12
(40
3)
Thi
ckne
ss
AS
TM
D 5
199
Mils
(m
m)
28 (
0.7)
25
(0.
6)
Mill
Wid
th
In
(m
) 76
(1.
92)
76 (
1.92
)
Wid
e-W
idth
Str
ip T
ensi
le S
tre
ngth
-M
achi
ne
A
ST
M D
459
5
lbf/i
n (k
N/m
)
190
(33.
2)
14
0 (2
4.5)
- C
ross
A
ST
M D
459
5lb
f/in
(kN
/m)
140
(24.
5)
110
(19.
3)
Elo
nga
tion
at B
reak
-
Mac
hine
AS
TM
D 4
595
%
20
20
- C
ross
A
ST
M D
459
5%
30
30
Tra
pezo
ida
l Tea
r S
tren
gth
- M
achi
ne
A
ST
M D
453
3
lbf (
N)
18
0 (8
00)
15
0 (6
65)
- C
ross
A
ST
M D
453
3lb
f (N
) 11
5 (5
10)
100
(445
)
App
aren
t Ope
nin
g S
ize
(AO
S)
A
ST
M D
475
1U
.S. S
td. S
ieve
(m
m)
60 (
0.25
0)
40 (
0.42
5)
Flo
w R
ate
A
ST
M D
449
1ga
l/min
/ft2
(l/m
in/m
2)
50 (
2035
) 90
(36
65)
Not
es:
a.
C
onfo
rman
ce o
f fab
ric to
spe
cific
atio
n pr
ope
rty
req
uire
men
ts is
bas
ed o
n A
ST
M D
475
9.
b.
All
num
eric
al v
alu
es r
epre
sen
t min
imum
ave
rage
ro
ll va
lues
(i.e
., av
erag
e of
test
res
ults
from
an
y sa
mp
le r
oll i
n a
lot
shal
l mee
t or
exc
eed
the
min
imum
val
ues
). S
ampl
e lo
ts a
ccor
ding
to A
ST
M D
435
4.
APPENDIX
Page 1179
APPENDIX
T
able
255
3.0
2-1
: C
lass
II M
ater
ial
Per
cen
tag
e P
assi
ng
Sie
ve
Siz
es
Att
erb
erg
L
imit
s C
oef
fici
ents
Cla
ss
Typ
e
So
il G
rou
p
Sym
bo
l A
ST
M
D 2
487
Des
crip
tio
n
1½ i
n.
(37.
5 m
m)
No
. 4
(4.7
5 m
m)
No
. 20
0 (7
5 m
) L
L
Pl
Un
i-
form
ity
Cu
Cu
rva-
tu
re
Cc
GW
W
ell-g
rade
d gr
avel
s a
nd
grav
el-s
and
mix
ture
s; li
ttle
or n
o fin
es
›4
1 to
3
GP
P
oorly
-gra
ded
gra
vels
and
gr
ave
l-san
d m
ixtu
res;
littl
e or
no
fines
.
‹50%
of
“Coa
rse
Fra
ctio
n”
‹4
‹1 o
r ›3
SW
W
ell-g
rade
d sa
nds
and
grav
elly
san
ds; l
ittle
or
no
fines
. ›6
1
to 3
Coa
rse-
Gra
ined
S
oils
, cle
an
SP
P
oorly
-gra
ded
san
ds a
nd
grav
elly
san
ds; l
ittle
or
no
fines
.
100
%
›50%
of
“Coa
rse
Fra
ctio
n”
‹5%
N
on P
last
ic
‹6
‹1 o
r ›3
II
Coa
rse-
Gra
ined
S
oils
, bor
derl
ine
clea
n to
with
fine
s
e.g.
GW
-G
C,
SP
-S
M
San
ds a
nd g
rave
ls w
hich
ar
e bo
rder
line
betw
een
cl
ean
and
with
fin
es.
100
%
Var
ies
5% to
12
%
Non
Pla
stic
Sam
e as
for
GW
, G
P, S
W a
nd S
P
Page 1180
T
able
255
3.02
-2:
Cla
ss II
I Mat
eria
l
Per
cen
tag
e P
assi
ng
Sie
ve S
izes
A
tter
ber
g
Lim
its
Co
effi
cien
ts
Cla
ss
Typ
e
So
il
Gro
up
S
ymb
ol
AS
TM
D
248
7
Des
crip
tio
n
1½ i
n.
(37.
5 m
m)
No
. 4
(4.7
5 m
m)
No
. 200
(7
5 m
) L
L
Pl
Un
i-
form
ity
Cu
Cu
rva-
ture
C
c
GM
S
ilty
grav
els
, gra
vel-s
and
-si
lt m
ixtu
res.
‹4
or
‹”A
” Li
ne
GC
C
laye
y gr
ave
ls,
grav
el-
sand
-cla
y m
ixtu
res.
‹50%
of “
Co
arse
F
ract
ion”
‹7
and
›”
A”
Line
S
M
Silt
y sa
nds,
sa
nd-s
ilt
mix
ture
s.
›4 o
r ‹”
A”
Lin
e
III
Coa
rse-
Gra
ined
S
oils
, w
ith f
ines
SC
C
laye
y sa
nds,
san
d-cl
ay
mix
ture
s.
100
%
›50%
of “
Co
arse
F
ract
ion”
12%
to
50%
N
/A
›7 a
nd
›”A
” Li
ne
N/A
N
/A
APPENDIX
Page 1181
APPENDIX
T
able
255
3.0
2-3
: C
lass
IVA
Mat
eria
l
Per
cen
tag
e P
assi
ng
S
ieve
Siz
es
Att
erb
erg
L
imit
s C
oef
fici
ents
Cla
ss
Typ
e
So
il
Gro
up
S
ymb
ol
AS
TM
D
248
7
Des
crip
tio
n
1½ i
n.
(37.
5 m
m)
No
. 4
(4.7
5 m
m)
No
. 200
(7
5 m
) L
LP
l U
ni-
fo
rmit
yC
u
Cu
rva-
ture
C
c
ML
Inor
gani
c si
lts a
nd v
ery
fine
sand
s, r
ock
flour
, si
lty o
r cl
ayey
fin
e sa
nds,
silt
s w
ith
slig
ht p
last
icity
.
‹4 o
r ‹”
A”
Line
IVA
F
ine-
Gra
ined
S
oils
(in
orga
nic)
CL
Inor
gani
c cl
ays
of l
ow
to m
edi
um
plas
ticity
, gr
avel
ly c
lays
, sa
ndy
clay
s, s
ilty
cla
y, le
an
cla
ys.
100
%
100
%
›50%
‹5
0›7
and
›”
A”
Line
N/A
N
/A
Page 1182
T
able
255
3.0
2-4
: C
lass
IVB
Mat
eria
l
Per
cen
tag
e P
assi
ng
Sie
ve
Siz
es
Att
erb
erg
L
imit
s C
oef
fici
ents
Cla
ss
Typ
e
So
il
Gro
up
S
ymb
ol
AS
TM
D
248
7
Des
crip
tio
n
1½ i
n.
(37.
5 m
m)
No
. 4
(4.7
5 m
m)
No
. 200
(7
5 m
) L
L
Pl
Un
i-
form
ity
Cu
Cu
rva-
ture
C
c
MH
In
orga
nic
silts
, mic
ace
ous
or
diat
omac
eous
fine
sa
ndy
or s
ilty
soils
, el
astic
silt
s.
‹”A
” Li
ne
IVB
F
ine-
Gra
ined
S
oils
(in
orga
nic)
CH
In
orga
nic
cla
ys o
f hig
h pl
astic
ity, f
at
clay
s.
100
%
100
%
›50%
›5
0›”
A”
Lin
e
N/A
N
/A
APPENDIX
Page 1183
APPENDIX
T
able
255
3.0
2-5
: C
lass
V M
ate
rial
Per
cen
tag
e P
assi
ng
Sie
ve
Siz
es
Att
erb
erg
L
imit
s C
oef
fici
ents
Cla
ss
Typ
e
So
il G
rou
p
Sym
bo
l A
ST
M
D 2
487
Des
crip
tio
n
1½ i
n.
(37.
5 m
m)
No
. 4
(4.7
5 m
m)
No
. 200
(7
5 m
)L
L
Pl
Un
i-
form
ity
Cu
Cu
rva-
tu
re
Cc
Org
anic
So
ils
(Uns
uita
ble
for
back
fill)
OL
Org
anic
silt
s an
d or
gani
c si
lty c
lays
of
low
pla
stic
ity.
‹50
‹4 o
r ‹”
A”
Lin
e
OH
O
rgan
ic c
lays
of
med
ium
to h
igh
plas
ticity
, org
ani
c si
lts.
V
Hig
hly
Org
anic
(U
nsui
tabl
e fo
r ba
ckfil
l)
PT
P
eat a
nd o
ther
hi
gh
orga
nic
soils
.
100
%
100
%
›50%
›50
‹”A
” Li
ne
N/A
N
/A
Page 1184
AG
GR
EG
AT
E G
RA
DA
TIO
N T
AB
LE
- E
NG
LIS
H
Std
. Sie
ve S
z.
1 1/
2”
1.00
” 3/
4”
1/2”
3/
8”
4 8
30
50
100
200
G
rad
. N
o.
Sec
tio
n N
o.
Inte
nd
ed
Use
P
erce
nt
Pas
sin
g
No
tes
1 41
10, 4
125,
413
3 P
CC
FA
, Cov
er
Agg
.
10
0 90
-10
0 70
-10
0 10
-60
0- 1.
5 1
3 41
15 (
57,
2-8
) P
CC
CA
10
0 95
-10
0
25-
60
0-
10
0-5
0- 1.
5 2,
11
4 41
15 (
2-8
) P
CC
CA
10
0 50
-10
0 30
-10
0 20
-75
5-
55
0-10
0-
5
0- 1.5
11
5 41
15 (
67,
2-8
) P
CC
CA
100
90-
100
20
-55
0-
10
0-5
0- 1.
5 11
6 41
15.0
6 (R
epai
r &
O
verla
y)
PC
C C
A
100
97-
100
40-
90
0-30
0- 1.
5 11
7 41
17 (
Cla
ss V
) P
CC
FA
& C
A
100
80-
92
60-
75
20-
40
8 41
17.0
3 (C
lass
V)
Fin
e Li
mes
tone
10
0 90
-10
0
0- 30
10
4120
.02,
412
0.0
3 (C
gr
avel
) G
ran
ular
Sur
face
10
0
50
-80
25
-60
3,
12
11
4120
.02,
412
0.0
4,
4120
.05,
412
0.0
7,
(A, B
Cr.
St.
)
Gra
nul
ar S
urfa
ce
& S
houl
der
10
0 95
-10
0 70
-90
30-
55
15-
40
6- 16
4,
5,
12
12a
4121
(C
r. S
t.)
Gra
nul
ar
Sub
base
10
0
40
-80
5-
25
0-
6 6,
12
12b
4121
(C
r. G
rave
l)
Gra
nul
ar
Sub
base
10
0
50
-80
10
-30
5- 15
3-
7 7,
12
13
4122
.02
(Cr.
St.
) M
acad
am S
t. B
ase
3” n
omin
al m
axim
um s
ize
scre
ened
ove
r 3/
4” o
r 1.
00”
scre
en.
APPENDIX
Page 1185
APPENDIX
14
4123
M
odifi
ed
Sub
base
10
0
70-
90
10
-40
3- 10
5, 7
, 12
19
4125
(1/
2”)
Cr.
Gr.
or
Cr.
St.)
C
over
Agg
rega
te
100
97-
100
40-
90
0-30
0-
15
0-
2 12
20
4125
(1/
2”
Scr
. G
r.)
Cov
er A
ggre
gate
10
0 95
-10
0 40
-80
0-
15
0-7
0- 1.
5 12
21
4125
(3/
8”)
C
over
Agg
rega
te
10
0 90
-10
0 10
-55
0-
20
0-7
0- 1.5
12
22
4124
.02B
F
ine
Slu
rry
Mix
ture
10
0 85
-10
0 40
-95
20
-60
14
-35
10
-25
5- 25
10
, 12
23
4124
.02B
(C
r. S
t.)
Coa
rse
Slu
rry
Mix
ture
10
0 70
-90
40
-70
19
-42
5- 15
12
29
4131
P
orou
s B
ackf
ill
100
95-
100
50-
100
0-50
0-
8
12
30
4132
.02
(Cr.
St.
) S
peci
al B
ackf
ill
100
10
-40
0- 10
5, 1
2
31
4132
.03
(Gra
vel)
S
peci
al B
ackf
ill
10
0 90
-10
0 75
-10
0
30
-55
3-7
12
32
4133
(S
and/
Gr.
/Cr.
S
t.)
Gra
nul
ar B
ackf
ill
100%
pas
sing
the
3” s
cree
n 10
-10
0
0- 10
8, 1
2
35
4134
(N
atu
ral
San
d/G
r.)
Flo
odab
le
Ba
ckfil
l 10
0
20-
90
0-
4 12
36
4134
(N
atu
ral S
and
) F
lood
able
B
ack
fill
100
0-
2 12
Page 1186
No
tes:
(G
rad
atio
ns
No
. 2, 9
, 15,
16,
17,
18
, 24,
25,
26,
27
, 28,
33,
an
d 3
4 h
ave
bee
n d
elet
ed)
1.
For
Sec
tion
4110
, w
hen
the
fine
aggr
ega
te is
sie
ved
thro
ugh
the
follo
win
g nu
mb
ered
sie
ves
- 4,
8, 1
6, 3
0, 5
0, a
nd 1
00 -
no
mor
e th
an 4
0%
sha
ll pa
ss o
ne s
ieve
and
be
reta
ined
on
the
siev
e w
ith th
e ne
xt h
igh
er n
umb
er.
2.
Whe
n us
ed
in p
reca
st a
nd
pres
tres
sed
conc
rete
brid
ge b
eam
s, 1
00%
sha
ll pa
ss th
e 1.
00"
siev
e.
3.
Whe
n co
mp
actio
n of
mat
eria
l is
a sp
ecifi
catio
n re
quire
me
nt, t
he m
inim
um p
erce
nt p
assi
ng
the
No.
20
0 si
eve
is 6
%.
4.
See
spe
cific
atio
ns fo
r co
mbi
nat
ion
of g
rave
l and
lim
esto
ne.
5.
U
nw
ashe
d ai
r dr
ied
sam
ples
of c
rush
ed c
om
posi
te m
ater
ial s
hall
be te
sted
for
grad
atio
n co
mpl
ianc
e e
xce
pt th
at n
o g
rada
tion
dete
rmin
atio
n w
ill b
e m
ade
for
mat
eria
l pas
sing
the
No.
200
sie
ve.
6.
The
gra
datio
n re
quire
me
nt fo
r th
e N
o. 8
sie
ve s
hall
be
5% to
20%
wh
en r
ecyc
led
mat
eria
l is
supp
lied.
7.
F
or S
ectio
n 41
21 g
rave
l, on
e fr
actu
red
face
on
30%
or
mor
e of
the
part
icle
s re
tain
ed o
n th
e 3/
8 in
ch s
ieve
. For
Sec
tion
412
3 gr
ave
l, on
e fr
act
ured
face
on
75%
or
mor
e o
f th
e pa
rtic
les
reta
ined
on
the
3/8
inch
sie
ve.
8.
Cru
shed
sto
ne
shal
l hav
e 10
0%
pas
sing
the
1.50
" si
eve.
9.
W
hen
gra
nula
r ba
ckfil
l mat
eria
l is
use
d in
flo
oda
ble
app
licat
ions
, use
gra
dat
ion
35
or 3
6. W
hen
gra
nula
r ba
ckfil
l mat
eria
l is
used
un
der
flo
wa
ble
mor
tar,
one
of t
he fo
llow
ing
alte
rnat
ive
mat
eria
ls s
hall
be u
sed:
nat
ura
l san
d co
mpl
iant
with
Sec
tion
411
0 (
exce
pt
the
perc
ent
pa
ssin
g th
e N
o. 2
00 s
ieve
sha
ll no
t exc
eed
4%),
gra
vel,
crus
hed
sto
ne, o
r cr
ushe
d co
ncre
te m
eetin
g th
e gr
adat
ion
requ
irem
ent
s of
Sec
tion
4121
. 10
. G
rada
tion
limita
tions
for
the
30,
50,
and
100
sie
ves
shal
l no
t ap
ply
wh
en s
lurr
y m
ixtu
re is
app
lied
by
han
d lu
tes,
suc
h a
s fo
r sl
urry
le
velin
g.
11.
Max
imum
of 2
.5%
pas
sing
the
No.
200
sie
ve a
llow
ed
if ge
nera
ted
from
the
pare
nt m
ater
ial w
hen
doc
umen
ted
prod
uctio
n is
1%
or
less
as
dete
rmin
ed b
y th
e O
ffice
of M
ater
ials
. 12
. W
hen
Pro
duce
r gr
adat
ion
test
res
ults
are
use
d fo
r ac
cept
ance
, tes
t res
ults
rep
rese
ntin
g at
leas
t 90%
of t
he m
ate
rial b
ein
g pr
oduc
ed s
hall
be w
ithin
the
grad
atio
n lim
its a
nd th
e av
erag
e o
f all
grad
atio
n re
sults
sha
ll be
with
in th
e gr
adat
ions
lim
its. S
tock
pile
d m
ater
ial n
ot m
eetin
g th
e cr
iteria
ma
y, a
t the
Dis
tric
t Mat
eria
ls E
ngin
eer’
s di
scre
tion,
be
resa
mpl
ed u
sing
Mat
eria
ls I.
M. 3
01
proc
edu
res.
One
hu
ndre
d pe
rcen
t of
the
stoc
kpile
qua
lity
cont
rol a
nd
verif
icat
ion
test
res
ults
sha
ll b
e w
ithin
the
grad
atio
n l
APPENDIX
Page 1187
APPENDIX
This page intentionally left blank.
Page 1188
APPENDIX
A
GG
RE
GA
TE
GR
AD
AT
ION
TA
BL
E -
ME
TR
IC
Std
. S
ieve
Sz.
37
.5m
m
25m m
19m m
12.5
mm
9.
5m m
4.75
mm
2.
36m
m
600μ m
300μ m
150μ m
75μ
m
G
rad
. No
. S
ecti
on
No
. In
ten
de
d
Use
P
erce
nt
Pas
sin
g
No
tes
1 41
10, 4
125,
41
33
PC
C F
A,
Cov
er
Agg
.
10
0 90
-100
70
-100
10
-60
0- 1.5
1
3 41
15 (
57,
2-8)
P
CC
CA
10
0 95
-10
0
25-6
0
0-10
0-
5
0- 1.5
2, 1
1
4 41
15 (
2-8
) P
CC
CA
10
0 50
-10
0 30
-10
0 20
-75
5-55
0-
10
0-5
0- 1.
5 11
5 41
15 (
67,
2-8)
P
CC
CA
100
90-
100
20
-55
0-10
0-
5
0- 1.5
11
6 41
15.0
6 (R
epai
r &
O
verla
y)
PC
C C
A
100
97-1
00
40-9
0 0-
30
0- 1.5
11
7 41
17
(Cla
ss V
) P
CC
FA
&
CA
10
0
80
-92
60-7
5 20
-40
8 41
17.0
3 (C
lass
V)
Fin
e Li
mes
ton
e
10
0 90
-100
0-
30
10
4120
.02,
41
20.0
3 (C
gr
avel
)
Gra
nul
ar
Sur
face
10
0
50
-80
25-6
0
3,
12
11
4120
.02,
41
20.0
4,
4120
.05,
41
20.0
7
(A, B
Cr.
S
t.)
Gra
nul
ar
Sur
face
&
Sho
ulde
r
100
95-
100
70-9
0
30-5
5 15
-40
6-
16
4, 5
, 12
12a
4121
(C
r.
St.)
G
ran
ular
S
ubba
se
100
40-8
0
5-
25
0-
6 6,
12
12b
4121
(C
r.
Gra
vel)
Gra
nul
ar
Sub
base
10
0
50
-80
10-3
0
5-15
3-7
7, 1
2
Page 1189
APPENDIX
13
4122
.02
(Cr.
S
t.)
Mac
adam
S
t. B
ase
75 m
m n
omin
al m
axim
um s
ize
scre
ened
ove
r 19
mm
or
25 m
m s
cree
n.
14
4123
M
odifi
ed
Sub
base
10
0
70-9
0
10-4
0
3-10
5,
7, 1
2
19
4125
(1
2.5m
m C
r.
Gr.
or
Cr.
S
t.)
Cov
er
Agg
rega
te
100
97-1
00
40-9
0 0-
30
0-15
0-2
12
20
4125
(1
2.5m
m
Scr
. Gr.
)
Cov
er
Agg
rega
te
100
95-1
00
40-8
0 0-
15
0-7
0-
1.5
12
21
4125
(9
.5m
m)
Cov
er
Agg
rega
te
10
0 90
-10
0 10
-55
0-20
0-
7
0-
1.5
12
22
4124
.02B
F
ine
Slu
rry
Mix
ture
10
0 85
-100
40
-95
20-6
0 14
-35
10-2
5 5-
25
10, 1
2
23
4124
.02B
(C
r. S
t.)
Coa
rse
Slu
rry
Mix
ture
10
0 70
-90
40-7
0 19
-42
5-15
12
29
4131
P
orou
s B
ack
fill
100
95-1
00
50-
100
0-50
0-
8
12
30
4132
.02
(Cr.
S
t.)
Sp
eci
al
Ba
ckfil
l 10
0
10-4
0
0-10
5,
12
31
4132
.03
(Gra
vel)
Sp
eci
al
Ba
ckfil
l
100
90-
100
75-1
00
30-5
5
3-7
12
32
4133
(S
and/
Gr.
/Cr.
St.)
Gra
nul
ar
Ba
ckfil
l 10
0% p
assi
ng th
e 76
.2 m
m s
cree
n 10
-100
0-10
8,
12
35
4134
(N
atur
al
San
d/G
r.)
Flo
odab
le
Ba
ckfil
l 10
0
20-9
0
0-4
12
36
4133
4 (N
atur
al
San
d)
Flo
odab
le
Ba
ckfil
l
10
0
0-2
12
Page 1190
N
ote
s:
(Gra
dat
ion
s N
o. 2
, 9, 1
5, 1
6, 1
7, 1
8, 2
4, 2
5, 2
6, 2
7, 2
8, 3
3, a
nd
34
ha
ve b
een
del
eted
) 1.
F
or S
ectio
n 41
10,
whe
n th
e fin
e ag
gre
gate
is s
ieve
d th
roug
h th
e fo
llow
ing
num
ber
ed s
ieve
s -
4.75
mm
, 2.3
6 m
m, 1
.18
mm
, 600
μm
, 300
μm
, and
15
0 μm
- n
ot m
ore
than
40
% s
hall
pass
one
sie
ve a
nd
be
reta
ined
on
the
siev
e w
ith th
e ne
xt h
igh
er n
umb
er.
2.
Whe
n us
ed
in p
reca
st a
nd
pres
tres
sed
conc
rete
brid
ge b
eam
s, 1
00%
sha
ll pa
ss th
e 25
mm
sie
ve.
3.
Whe
n co
mp
actio
n of
mat
eria
l is
a sp
ecifi
catio
n re
quire
me
nt, t
he m
inim
um p
erce
nt p
assi
ng
the
75 μ
m s
ieve
is 6
%.
4.
See
spe
cific
atio
ns fo
r co
mbi
nat
ion
of g
rave
l and
lim
esto
ne.
5.
U
nw
ashe
d ai
r dr
ied
sam
ples
of c
rush
ed c
om
posi
te m
ater
ial s
hall
be te
sted
for
grad
atio
n co
mpl
ianc
e e
xce
pt th
at n
o g
rada
tion
dete
rmin
atio
n w
ill b
e m
ade
for
mat
eria
l pas
sing
the
75 μm
sie
ve.
6.
The
gra
datio
n re
quire
me
nt fo
r th
e 2.
36 m
m s
ieve
sha
ll b
e 5
% to
20%
wh
en
recy
cle
d m
ater
ial i
s su
pplie
d.
7.
For
Sec
tion
4121
gra
vel,
one
frac
ture
d fa
ce o
n 30
% o
r m
ore
of th
e pa
rtic
les
reta
ined
on
the
9.5
mm
sie
ve. F
or S
ectio
n 4
123
grav
el,
one
fra
ctur
ed fa
ce o
n 75
% o
r m
ore
of t
he p
artic
les
reta
ined
on
the
9.5
mm
sie
ve.
8.
Cru
shed
sto
ne
shal
l hav
e 10
0%
pas
sing
the
37.5
mm
sie
ve.
9.
Whe
n gr
anu
lar
back
fill m
ater
ial i
s us
ed
in fl
ood
abl
e ap
plic
atio
ns, u
se g
rad
atio
n 3
5 or
36.
Whe
n gr
anu
lar
back
fill m
ater
ial i
s us
ed
und
er fl
ow
abl
e m
orta
r, o
ne o
f the
follo
win
g a
ltern
ativ
e m
ater
ials
sha
ll be
use
d: n
atur
al s
and
com
plia
nt w
ith S
ectio
n 4
110
(ex
cept
th
e pe
rce
nt p
ass
ing
the
75 μm
sie
ve s
hall
not
exc
eed
4%)
grav
el,
crus
hed
ston
e, o
r cr
ush
ed c
onc
rete
mee
ting
the
grad
atio
n re
quire
me
nts
of S
ectio
n 41
21.
10.
Gra
datio
n lim
itatio
ns fo
r th
e (6
00 μ
m, 3
00 μm
, and
150
μm
) si
eves
sha
ll n
ot a
pply
wh
en
slur
ry m
ixtu
re is
app
lied
by
hand
lute
s su
ch a
s fo
r sl
urry
leve
ling.
11
. M
axim
um o
f 2.5
% p
assi
ng th
e 75
μm
sie
ve a
llow
ed
if ge
ne
rate
d fr
om th
e pa
rent
mat
eria
l wh
en d
ocum
ent
ed p
rodu
ctio
n is
1%
or
less
as
dete
rmin
ed b
y th
e O
ffice
of M
ater
ials
. 12
. W
hen
Pro
duc
er
grad
atio
n te
st r
esul
ts a
re u
sed
for
acce
pta
nce,
test
res
ults
rep
rese
ntin
g at
leas
t 90%
of t
he m
ater
ial b
ein
g pr
oduc
ed s
hall
be w
ithin
the
grad
atio
n lim
its a
nd th
e av
erag
e o
f all
grad
atio
n re
sults
sha
ll be
with
in th
e gr
adat
ions
lim
its. S
tock
pile
d m
ater
ial n
ot m
eetin
g th
e cr
iteria
ma
y, a
t the
Dis
tric
t Mat
eria
ls E
ngin
eer’
s di
scre
tion,
be
resa
mpl
ed u
sing
Mat
eria
ls I.
M. 3
01
proc
edu
res.
One
hu
ndre
d pe
rcen
t of
the
stoc
kpile
qua
lity
cont
rol a
nd
verif
icat
ion
test
res
ults
sha
ll b
e w
ithin
the
grad
atio
n li
mits
.
APPENDIX
APPENDIX
Page 1191
THEORETICAL RATE OF EVAPORATION CHART (English Units)
APPENDIX
Page 1192
THEORETICAL RATE OF EVAPORATION CHART (Metric Units)