OHIO DEPARTMENT OF TRANSPORTATIONESTIMATING INFORMATION

earthwhistleΠολεοδομικά Έργα

25 Νοε 2013 (πριν από 3 χρόνια και 6 μήνες)

53 εμφανίσεις

L
D
-
4

Rev
. 01
-
13

O
HIO

D
EP
A
R
T
M
E
NT

O
F

T
R
A
N
SP
O
R
T
A
T
I
O
N

ES
T
I
M
A
T
ING

INF
O
R
M
A
T
I
O
N

D
-
1




C
O
U
N
TY: VAN WERT



R
O
UTE: SR 697

SECTI
O
N: VAN
-
697
-
1.78




1
.

I
TEM

20
1

-

TREES
A
ND

S
T
U
M
PS
T
O

BE RE
M
O
VED
A
ND

DISP
O
SED B
Y
:

S
i
z
e
s

<

1
2

in
.

1
8

in
.

3
0

in
.

4
8

in
.

6
0

in
.

No.

o
f

T
r
ee
s




No.

o
f

St
ump
s






2
.

I
TEM

20
2

-

EXISTING

P
A
VE
M
ENT
T
O

BE RE
M
O
VED
A
ND

DISP
O
SED
O
F:

T
y
p
e


Asphalt



Concrete


T
hicknes
s

(
in
.)


8”
-
11”



18”


Q
uan
t
i
ty

(
Y
d
2
)


227 SY



16 SY




3
.

I
TEM

20
2

-

EXISTING

P
I
PE RE
M
O
VED:


S
i
z
e

an
d

T
y
p
e

o
f

P
ip
e


10” CMP



Q
uan
t
i
ty

(
F
t
.
)


34 FT





A
v
g
.

De
p
th

o
f

T
r
enc
h

(
F
t
.
)


15 FT






4
.

I
TEM

20
2

-

EXISTING

S
T
R
U
CTU
R
ES (
O
R P
O
RTIO
N
S
O
F)

RE
M
O
VED
A
ND

DISP
O
SED
O
F:


Cu
l
v
e
rt

o
r S
t
r
uc
t
u
re

N
o
.


8102767 (E


x. SFN)

P
lai
n

C
onc
r
e
te

(
Y
d
3
)







Re
in
f
o
r
ce
d

C
onc
r
e
te

(
Y
d
3
)


180
Y
d
3





St
on
e

M
ason
ry

(
Y
d
3
)







Str
uc
t
u
r
a
l

S
tee
l

(
lb
)







T
imbe
r D
ec
k

(
in
.

t
hic
k

&

f
t
2
)







A
sphal
t

S
u
rf
ac
e

(
in
.

t
hic
k

&

f
t
2
)


3”&3200
f
t
2





O
t
he
r






N
O
T
E:


T
h
e

abo
v
e

in
f
o
r
ma
t
io
n

i
s

fo
r
s
tr
uc
t
u
r
e
s

o
f

an
y

spa
n

an
d

i
s

no
t

limi
t
e
d

t
o

th
e

de
f
ini
t
io
n

o
f

a

s
tr
uc
t
u
r
e
.



5
.

I
TEM

20
3

-

CL
A
SSI
F
IC
A
T
I
O
N
O
F

R
O
A
DW
A
Y EXC
A
V
A
T
I
O
N INTO:


(A)

E
a
rth


100

%

(B)

S
il
t,

P
ea
t,

W
a
t
e
r
bea
r
in
g

S
an
d




%

(C)

S
hal
e

(
lamina
t
ed
,

b
r
oken
)



%

(D)

S
hal
e

(
fi
r
m
,

solid
)



%

(E)

S
ands
t
on
e

(
lamina
t
ed
,

b
r
oken
)




%

(F)

S
ands
t
on
e

(
fi
r
m
,

solid
)



%

(
G
)

Limes
t
on
e

(
b
r
oken
,


(H)

Limes
t
on
e

(
fi
r
m
,

solid
)




%

(I)

Oth
e
r:






%

l
am
i
n
at
e
d)



%





L
D
-
4

Rev
. 01
-
13

O
HIO

D
EP
A
R
T
M
E
NT

O
F

T
R
A
N
SP
O
R
T
A
T
I
O
N

ES
T
I
M
A
T
ING

INF
O
R
M
A
T
I
O
N

D
-
2




6
.

I
TEM

20
3

-

B
O
R
RO
W

A
ND

E
M
B
A
N
K
M
ENT:

Re
qui
r
e
d

(
Y
d
3
):


19




A
v
e
r
ag
e

H
au
l

(
M
iles
)






7
.

A
GG
RE
G
A
TE

INFO
R
M
A
T
I
O
N:

S
i
z
e
:


304





A
v
g
.

Ha
ul
:


$40







8
.

I
TEM

44
6

OR

44
8

-

A
SPH
A
LT

C
O
N
C
RETE:

I
tem
:


448 Surf



448 Int.


A
v
g
.

Ha
ul
:









9
.

I
TEM

50
2

-

STRU
C
TURE FOR

M
A
INT
A
INING

T
R
A
F
F
IC:

De
sc
r
ip
t
ion
:





N
O
T
E:


De
sc
r
ib
e

th
e

s
tr
uc
t
u
r
e
;

includ
e

es
t
ima
t
e
d

quan
t
i
t
ie
s

(
i
f

no
t

de
t
aile
d

i
n

th
e

plans
).



10
.

I
TEM

50
3

-


UN
C
L
A
SSI
F
IED EXC
A
V
A
T
I
O
N:

Str
uc
t
u
re

N
o
.:


8102775





Re
qui
r
e
d

(
Y
d
3
):


10
Y
d
3










N
O
T
E:


Pr
o
v
id
e

a

quan
t
i
ty

w
he
n

thi
s

i
t
e
m

i
s

bi
d

a
s

L
U
M
P SU
M
.



11
.

I
TEM

50
9

-

REINF
O
R
C
ING

S
T
EEL:

Str
uc
t
u
re

N
o
.

o
r
T
y
pe
:





De
sc
r
ip
t
io
n

o
f

I
te
m

(
ie
.,

W
all
,

De
ck
,

e
t
c
.):




Re
qui
r
e
d

(
lb
.):











N
O
T
E:


Pr
o
v
id
e

a

quan
t
i
ty

w
he
n

thi
s

i
t
e
m

i
s

bi
d

a
s

L
U
M
P SU
M
.



12
.

I
TEM

51
1

-

C
O
N
C
RETE:

T
y
pe
:


CLASS S



CLASS C


A
v
g
.

Ha
ul
:


9 MI



9 MI


L
D
-
4

Rev
. 01
-
13

O
HIO

D
EP
A
R
T
M
E
NT

O
F

T
R
A
N
SP
O
R
T
A
T
I
O
N

ES
T
I
M
A
T
ING

INF
O
R
M
A
T
I
O
N

D
-
3




13
.

I
TEM

51
3

-


S
T
R
U
CTU
R
A
L

STEE
L
:

Str
uc
t
u
re

N
o
.







P
oun
d












N
O
T
E:

Pr
o
v
id
e

a

quan
t
i
ty

w
he
n

thi
s

i
t
e
m

i
s

bi
d

a
s

L
U
M
P SU
M
.



14
.

I
TEM

51
4

-

STEEL

SURF
A
CES TO

BE P
A
INTED:

Str
uc
t
u
re

N
o
.:







O
ZEU (
Ft
2
):







I
Z
EU (
lb
):







N
O
T
E:

Pr
o
v
id
e

a

quan
t
i
ty

w
he
n

t
hi
s

i
t
e
m

i
s

bi
d

a
s

L
U
M
P SU
M
.



15
.

I
TEM

51
8

-

P
O
R
O
US B
A
C
K
F
I
L
L
:

Str
uc
t
u
re

N
o
.:







Re
qui
r
e
d

(
Y
d
3
):












N
O
T
E:

Pr
o
v
id
e

a

quan
t
i
ty

w
he
n

t
hi
s

i
t
e
m

i
s

bi
d

a
s

L
U
M
P SU
M
.



16
.

I
TEM

61
1

-

PIPE CULVERTS,

SEWERS
A
ND

DR
A
INS:


S
i
z
e

an
d

T
y
p
e

o
f

Co
ndui
t:


12” F



A
v
g
.

De
p
th

(E
x
.

g
r
oun
d

t
o

flo
w
line
):


15 FT


S
i
z
e

an
d

T
y
p
e

o
f

Co
ndui
t:


15” F



A
v
g
.

De
p
th

(E
x
.

g
r
oun
d

t
o

flo
w
line
):


10 FT



17
.

I
TEM

61
1

-

M
A
N
HO
LES,

C
A
TCH B
A
SINS,
A
ND

I
NLETS:


T
y
pe
:







Q
uan
t
i
t
y
:







A
v
g
.

De
p
t
h
:








18
.

I
TEM

61
5

-


R
O
A
DS
A
ND

P
A
VE
M
ENTS
F
O
R
M
A
INT
A
INING

T
R
A
F
F
IC:


E
x
ca
v
a
t
io
n

(
Y
d
3
):




E
mbankmen
t

(
Y
d
3
):




G
ua
r
d
r
ai
l

(
F
t
.
):




Dra
inag
e

(
F
t
.
):




O
t
he
r:




De
sc
r
ip
t
ion
:




D
-
4

L
D
-
4

Rev
. 01
-
13

O
HIO

D
EP
A
R
T
M
E
NT

O
F

T
R
A
N
SP
O
R
T
A
T
I
O
N

ES
T
I
M
A
T
ING

INF
O
R
M
A
T
I
O
N




19
.

I
TEM

SPECI
A
L

-

RET
A
INING

W
A
L
L
:


W
al
l

D
esigna
t
ion
:




W
al
l

T
y
pe
:




Le
v
elin
g

P
a
d

C
onc
r
e
t
e
,

f'c

=

250
0

PSI (
Y
d
3
):




S
elec
t

G
r
anula
r
Fil
l

M
a
t
e
r
ial
,

C
M
S
30
4

o
r

C
M
S
703
.
11
,

T
y
p
e

2

(
Y
d
3
):






E
mbankmen
t

M
a
t
e
r
ial
,

C
M
S
20
3

(
Y
d
3
):




P
o
r
ou
s

B
ack
f
il
l

w
i
th

Fil
t
e
r
Fab
r
ic
,

C
M
S
51
8

(
Y
d
3
):




6
"

P
e
rf
o
r
a
t
e
d

P
las
t
i
c

P
ipe
,

C
M
S
707
.
3
3

(
F
t
.
):




E
x
ca
v
a
t
ion
,

C
M
S
50
3

(
Y
d
3
):




P
il
e

S
lee
v
es
,

C
M
S
707
.
3
3

o
r
707
.
4
2

(
F
t
.
):




E
po
x
y

Ur
e
t
han
e

S
eale
r,

C
M
S
51
2

(
Y
d
2
):





20
.

I
TEM

SPECI
A
L

-

C
O
N
C
RETE C
O
PING

ITEM

S
P
E
C
I
A
L

-

CO
NCRETE C
O
PI
NG
,

INCLUDING

SLEE
P
ER SL
A
B:


W
al
l

D
esigna
t
ion
:




Cl
as
s


Co
nc
r
e
t
e
,

C
M
S
51
1

(
Y
d
3
):




E
po
x
y

Ur
e
t
han
e

S
eale
r,

C
M
S
51
2

(
Y
d
2
):




E
po
x
y

C
oa
t
e
d

R
ein
f
o
r
cin
g

S
teel
,

C
M
S
50
9

(
lb
):





21
.

M
ISCEL
L
A
NE
O
US I
T
E
M
S:


I
tem
:




Un
i
t:




Q
t
y
.:

















S
UB
M
I
TT
E
D

B
Y
:


DGL CONSULTING ENGINEERS, LLC


D
A
T
E
:


5/31/13