DEPARTM ENT OF TRANSPORTATION
STATE OF KANSAS
KANSAS PROJECT
BRIDGE REPAIRBARBER COUNTY
K-2
BU
RLIN
GTO
N
KANSAS SOUTHW ESTERN
R 1
1 W
R 1
1 W
TO
CH
ER
OK
EE
,
OK
LA
.
Stubbs
R 1
2 W
Creek
KIOWA
2
8
PROJ. NO. 2-4 KA-4758-01
2-4-1.81 (030)
KANSAS DEPARTMENT OF TRANSPORTATION
Plo
tted
By
:in
gall
sP
lot
Locati
on:B
rid
ge
Des
ign
KA
475801(0
30).
dgn
Fil
e:
Plo
t D
ate
:23
-OC
T-2
01
7 1
2:5
3
1BARBER Co.BRIDGE NO. 2-4-1.81 (030)
PROJ. NO. 2-4 KA-4758-01
TITLE SHEET
Sq
uad
: IN
GA
LL
S /
BE
K
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Page 1 of 12
Page 2 of 12
9 Contractor shall use an approved diamond grinder to grind/profile the existing bridge deck prior to installation of the Water-Proofing Membrane. The depth of diamond grinding shall be sufficient enough to remove the existing bridge deck tining. This work shall be paid for under the bid item "Machine Preparation (1/4”)."
10 Use vacuum equipment or other continuous methods to remove grinding slurry and residue. Remove from theproject and properly dispose of the material. Do not allow the grinding slurry to flow across lanes being usedby traffic, onto shoulder slopes, into streams, lakes, ponds or other bodies of water, or gutters or otherdrainage facilities. Do not place grinding slurry on foreslopes.
Host project 106 KA 4705-01 (partial project 2- 4 KA 4704-01).
Revised 10/30/17JGB
Page 3 of 12
ITEM UNITS
SUMMARY OF QUANTITIES
Hour
Mobilization Lump Sum Lump Sum
Lbs.
1
Title Sheet
General Notes and Quantities
1
3
Drawing
INDEX TO DRAWINGS
Sheet No.
Construction Layout
will be incorporated in the new construction.
needed to clearly define the as-built dimensions that
sketches, drawings, photographs and descriptions as
writing to the Engineer. The verification will include
existing structure and submit such verification in
field measurement, the as-built dimensions of the
existing structure are based on old plans. Verify, by
EXISTING DIMENSION VERIFICATION: Dimensions of the
slope.
necessary allowances for roadway grade and cross
horizontal dimensions unless otherwise noted. Make
DIMENSIONS: All dimensions shown on the design plans are
Office Building, 700 SW Harrison, Topeka, KS.
at the State Bridge Office, KDOT, Eisenhower State
on file and available for inspection by qualified bidders
EXISTING STRUCTURE: Plans of the existing structure are
GENERAL NOTES
approved by the Engineer.
existing bridge on sites provided by the Contractor and
BROKEN CONCRETE: Waste the broken concrete from the
Engineer is not required.
approved Demolition Plans. A Licensed Professional
Specifications. No Demolition work will begin without
detailed Demolition Plans to the Field Engineer per KDOT
DEMOLITION PLANS: This is a Category A Demolition. Submit
60 °F.
TEMPERATURE: The design temperature for all dimensions is
Quantities are subsidiary to other items in the proposal.
QUANTITIES: Items not listed separately in the Summary of
BR. (030)
QUANTITIES
2
Flagger (Set Price)
4-5
Area Prepared for Patching Sq. Yds.
Deck Patching Details
35
1
Sq. Yds.
Sq. Yds. 5Area Prepared for Patching (Full Depth)
Sq. Yds.Pavement Waterproofing Membrane
KANSAS DEPARTMENT OF TRANSPORTATION
Plo
tted
By
:in
gall
sP
lot
Locati
on:B
rid
ge
Des
ign
KA
475801(0
30).
dgn
Fil
e:
Plo
t D
ate
:23
-OC
T-2
01
7 1
2:5
3
2BARBER Co.BRIDGE NO. 2-4-1.81 (030)
PROJ. NO. 2-4 KA-4758-01
GENERAL NOTES AND QUANTITIES
Sq
uad
: IN
GA
LL
S /
BE
K
Lin. Ft.Expansion Joint (DEERY)
6
Construction Clearance Details9
Bridge Deck Waterproofing
Expansion Joint (DEERY)7-8
Reinforcing Steel (Repair) (Grade 60) (Set Price)
684.5
56
679.2
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Machine Preparation (‚ ")
paid for under the bid item "Machine Preparation (‚ ")".
remove the existing bridge deck tining. This work shall be
depth of diamond grinding shall be sufficient enough to
prior to installation of the Water-Proofing Membrane. The
diamond grinder to grind/profile the existing bridge deck
MACHINE PREPARATION: Contractor shall use an approved
DESNECI
L
SASNA
K
SL
LA
GNI .A LEAH
CIM
18151
RE
E
NIGNE LANOIS
SE
FO
RP
Oct 23, 2017
Page 4 of 12
30
'-0
"3
8'-
0"
38
'-0
"3
8'-
0"
38
'-0
"3
8'-
0"
30
'-0
"2'-
4„"
2'-
4„"
25
4'-
8‚" E
.W.S
. to
E.W
.S.
KANSAS DEPARTMENT OF TRANSPORTATION
Plo
tted
By
:in
gall
sP
lot
Locati
on:B
rid
ge
Des
ign
KA
475801(0
30).
dgn
Fil
e:
Plo
t D
ate
:23
-OC
T-2
01
7 1
2:5
3
3BARBER Co.BRIDGE NO. 2-4-1.81 (030)
PROJ. NO. 2-4 KA-4758-01
CONSTRUCTION LAYOUT
Sq
uad
: IN
GA
LL
S /
BE
K
30
'-0
"3
8'-
0"
38
'-0
"3
8'-
0"
38
'-0
"3
8'-
0"
30
'-0
"
wit
h E
xpansio
n J
oin
t (D
EE
RY
)
Rep
lace E
xis
tin
g E
xp
an
sio
n J
oin
t
wit
h E
xpansio
n J
oin
t (D
EE
RY
)
Rep
lace E
xis
tin
g E
xp
an
sio
n J
oin
t
7'-
6"
7'-
6"
9'-
6"
9'-
6"
9'-
6"
9'-
6"
9'-
6"
9'-
6"
9'-
6"
9'-
6"
9'-
6"
9'-
6"
19'-
0"
19'-
0"
19'-
0"
19'-
0"
19'-
0"
Lo
cati
on
s
Dra
in
24
' R
oad
way
, 3
0°S
kew
Lt.
Ped. T
ype P
iers
& P
ile B
ent
Type A
butm
ents
30' - 5
@ 3
8' - 3
0' C
onti
nuous R
.C. S
lab S
pans
PL
AN
EL
EV
AT
ION
The E
ngin
eer
wil
l dete
rmin
e l
imit
s a
nd d
epth
of
mil
ling a
t th
e a
ppro
ach (
By O
thers
)
(By
Oth
ers
)
Mil
l A
pp
roach
(By
Oth
ers
)
Mil
l A
pp
roach
CADconform Certify This File
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is F
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Pav
em
en
t W
ate
rpro
ofi
ng
Mem
bra
ne
Patc
h D
eck
, In
sta
ll
Machin
e P
repara
tion,
Page 5 of 12
Sp
an
Len
gth
/4
or a
s d
irecte
d b
y t
he E
ng
ineer.
(Sh
ow
ing
seq
uen
ce f
or
on
e l
an
e o
nly
, o
ther
lan
e s
imil
ar)
DE
CK
PA
TC
HIN
G S
EQ
UE
NC
E
MIN
IMU
M R
EB
AR
SP
LIC
E L
EN
GT
HS
#5
#6
#7
#8
#9
#1
0
#1
1
#4
Exis
ting G
r. 40 k
si
Bars
Exis
ting B
ar S
ize
Exis
ting G
r. 60 k
si
Bars
12
"
16"
20
"
26"
33"
24"
30"
39
"
49"
42"
51"
77
"
Min
imu
m S
pli
ce L
en
gth
s (
inch
es)
sp
lice l
eng
ths b
y 2
0%
.
Note
: I
f spli
cin
g e
poxy c
oate
d r
ein
forc
ing s
teel,
incre
ase t
he a
bove
len
gth
co
rresp
on
din
g t
o t
he g
rad
e o
f t
he e
xis
tin
g r
ein
fo
rcin
g i
n t
he d
eck
.
Lap l
ength
s a
re b
ased o
n a
Cla
ss B
spli
ce. U
se t
he m
inim
um
spli
ce
13"
16"
20
"
62"
KANSAS DEPARTMENT OF TRANSPORTATION
Plo
tted
By
:in
gall
sP
lot
Locati
on:B
rid
ge
Des
ign
KA
475801(0
30).
dgn
Fil
e:
Plo
t D
ate
:23
-OC
T-2
01
7 1
2:5
3C
UR
RE
NT
RE
LE
AS
E
4/2
5/1
2
DA
TE
RE
VIS
ION
SB
YN
O.
23 1
AP
P'D
Squad:
Bri
dge M
ain
tenance
2/2
7/1
3U
pd
ated
Title B
lo
ck
TL
FP
AK
4
Sp
ecif
icati
on
s p
rio
r t
o o
pen
ing
th
e l
an
e t
o t
raffic
.
All
patc
hin
g a
nd
ov
erl
ay
co
ncre
te s
hall
be c
ure
d a
cco
rdin
g t
o t
he
lim
ited t
o 4
ft.
x 8
ft.
in a
ny d
irecti
on.
Th
e m
ax
imum
siz
e o
f a
ny
fu
ll d
epth
patc
h i
n A
rea 2
sh
all
be
in A
rea 1
hav
e c
ured
a m
inim
um
of 3
day
s.
Co
ncre
te r
em
ov
al
sh
all
no
t b
eg
in i
n A
rea 2
un
til
the f
inal
patc
hes
begin
in A
rea 2
.
of
work
in A
rea 1
, c
oncre
te r
em
oval
may
Fo
llo
win
g t
he c
om
ple
tio
n
befo
re c
on
cre
te r
em
ov
al
resu
mes a
dja
cen
t to
new
ly p
laced
patc
hes.
Grad
e 4
.0 (
AE
).
Th
e p
atc
hes s
hall
cu
re a
min
imu
m o
f 3
day
s
rem
ov
al
sh
all
sto
p a
nd
th
e p
atc
h a
rea f
ille
d w
ith
Co
ncrete
dis
tance o
f g
reate
r t
han 4
feet
alo
ng t
he b
ars, th
e c
oncrete
If m
ore t
han 1
5 l
ongit
udin
al
bars i
n A
rea 1
are d
ebonded f
or a
to 4
ft.
(alo
ng C
L) x
8 f
t. (
perpendic
ula
r t
o C
L) i
n A
rea 1
.
Th
e m
ax
imu
m s
ize o
f a
patc
h w
ith
fu
lly
deb
on
ded
bars i
s l
imit
ed
sta
ges b
eg
inn
ing
wit
h r
em
ov
al
of d
ete
rio
rate
d c
on
crete
in
Area 1
.
PA
TC
HIN
G S
EQ
UE
NC
E:
Th
e c
on
cre
te r
em
ov
al
sh
all
be c
om
ple
ted
in
30
'-0
"3
8'-
0"
38
'-0
"3
8'-
0"
38
'-0
"3
8'-
0"
30
'-0
"2'-
4„"
2'-
4„"
25
4'-
8‚" E
.W.S
. to
E.W
.S.
{ P
ier
{ P
ier
{ P
ier
{ P
ier
{ P
ier
{ P
ier
11
11
11
Roadway
24'-0"
22
22
22
2
12'-0"12'-0"
7'-
6"9
'-6"
9'-
6"9'-
6"
9'-
6"9'-
6"
9'-
6"9'-
6"
9'-
6"9
'-6
"9
'-6"7
'-6
"
BARBER Co.
PROJ. NO. 2-4 KA-4758-01
BRIDGE NO. 2-4-1.81 (030)
g
uidelines.
s
ign
ific
an
t co
ncrete
rem
ov
al
co
nta
ct
the B
rid
ge O
ffic
e f
or m
ore d
eta
iled
rem
ov
al
s
hall
be a
min
imum
of 8
'. If t
he e
dge b
eam
is s
everly
dete
rio
rate
d a
nd t
here i
s
l
imit
ed
to
8' p
arall
el
to t
he c
en
terli
ne o
f b
rid
ge.
Th
e s
pace b
etw
een
co
ncrete
rem
ov
als
ED
GE
BE
AM
CO
NC
RE
TE
RE
MO
VA
L:
Co
ncre
te r
em
ov
al
in t
he e
dg
e b
eam
/para
pet
is
DECK PATCHING SEQUENCECADconform Certify This File
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Page 6 of 12
measure
ment
and p
aym
ent.
the E
ngin
eer.
S
ee K
DO
T S
pecif
icati
on
s f
or
meth
od o
f
rein
forcin
g b
ars b
y w
ire t
ies o
r a
meth
od a
pproved b
y
brid
ge s
lab
. T
he f
orm
s m
ay
be s
usp
en
ded
fro
m e
xis
tin
g
pla
cem
ent
of
the c
oncre
te i
n a
reas o
f fu
ll d
ep
th r
em
oval
of
FU
LL
DE
PT
H P
AT
CH
ING
: F
orm
s s
hall
be p
rovid
ed t
o e
nable
shall
be s
ubsid
iary
to "
Are
a P
repare
d f
or
Patc
hin
g".
req
uir
ed
. R
ep
lacem
en
t o
f b
ars
dam
ag
ed
by
th
e C
on
tracto
r
tab
le f
or
rep
lacem
en
t b
ar
siz
e a
nd
min
imu
m s
pli
ce l
en
gth
wed
ge c
hip
pin
g h
am
mer
bit
ag
ain
st
rein
forc
em
en
t.
See
shall
be r
epla
ced
as d
irecte
d b
y t
he E
ng
ineer.
D
o n
ot
concre
te. R
ein
forc
ing s
teel
dam
aged, cut
or
dete
riora
ted
bars
are
part
iall
y e
xp
osed
yet
rem
ain
an
ch
ore
d i
n s
ou
nd
the b
on
d b
etw
een
th
e r
ein
forc
ing
ste
el
an
d c
on
cre
te w
here
ste
el.
E
xtr
em
e c
are
sho
uld
be e
xerc
ised
to
av
oid
bre
ak
ing
pre
ven
t cu
ttin
g,
str
etc
hin
g o
r d
am
ag
ing
ex
po
sed
rein
forc
ing
RE
INF
OR
CIN
G I
N B
RID
GE
DE
CK
: C
are
should
be e
xerc
ised t
o
Prepared D
eck S
urface
Chip
to N
ear
Vert
ical
Surface
Un
so
un
d
Co
ncre
te
Co
ncre
te R
em
ov
al
Lin
e
(Rem
ove t
o S
ound C
oncre
te)
Bo
tto
m R
ein
forc
ing
Ste
el
Top R
ein
forcin
g S
teel
Un
so
un
d C
on
cre
te
a f
ull
depth
patc
h s
hall
be r
equir
ed.
to t
he b
ott
om
lay
er o
f r
ein
fo
rcin
g s
teel
Wh
ere
it
is n
ecessary
to
rem
ov
e c
on
cre
te
FU
LL
DE
PT
H P
AT
CH
ING
PA
RT
IAL
DE
PT
H P
AT
CH
ING
Top R
ein
forcin
g S
teel
Ro
ug
h F
inis
h o
n P
atc
h
Ro
ug
h F
inis
h o
n P
atc
h
1" Typ.
un
so
un
d c
on
cre
te h
as b
een
rem
ov
ed
. S
ee K
DO
T S
pecif
icati
on
s.
du
rin
g a
nd a
fte
r c
hip
pin
g o
perati
on
to
en
su
re t
hat
all
The e
xact
areas s
hall
be d
ete
rm
ined b
y t
appin
g, before,
Qu
an
tity
sh
ow
n i
s a
n e
sti
mate
of t
he a
reas i
nv
olv
ed
.
the e
nti
re a
rea o
f t
he d
eck f
or a
n o
verla
y.
the r
em
oved p
atc
hed a
reas w
ith c
oncrete
and p
reparin
g
from
the b
rid
ge d
eck, cle
anin
g r
ein
forcin
g b
ars, fil
ling
of
rem
ovin
g u
nso
un
d c
on
cre
te a
nd
asp
halt
patc
hes
AR
EA
PR
EP
AR
ED
FO
R P
AT
CH
ING
: T
his
ite
m s
hall
co
nsis
t
ag
en
t as a
su
bsid
iary
ite
m.
sh
all
be c
oate
d w
ith
an
ep
ox
y r
esin
bo
nd
ing
All
verti
cal
su
rfaces i
n a
fu
ll d
ep
th p
atc
h
pri
or
to p
lacin
g W
ate
rpro
ofi
ng M
em
bra
ne
Patc
hes s
hall
cu
re a
min
imu
m o
f 7
2 h
ou
rs
cle
an w
ith c
om
pressed a
ir.
of d
ebris
and v
egeta
tion. B
last
Cle
an
ex
isti
ng
crack
s i
n d
eck
CR
AC
K S
EA
LIN
G D
ET
AIL
the P
oly
mer
Co
ncre
te O
verl
ay
.
to c
ure a
t le
ast
24 h
ours p
rio
r t
o p
lacin
g
Port
land C
em
ent
gro
ut
or
mort
ar.
A
llow
Seal
all
cracks •
" o
r g
reate
r w
ith
DE
CK
PA
TC
HIN
G D
ET
AIL
S
KANSAS DEPARTMENT OF TRANSPORTATION
Plo
tted
By
:in
gall
sP
lot
Locati
on:B
rid
ge
Des
ign
KA
475801(0
30).
dgn
Fil
e:
Plo
t D
ate
:23
-OC
T-2
01
7 1
2:5
3
5BARBER Co.BRIDGE NO. 2-4-1.81 (030)
PROJ. NO. 2-4 KA-4758-01
(Bridge Deck Waterproofing)
DECK PATCHING DETAILS
Sq
uad
: IN
GA
LL
S /
BE
K
Ori
gin
al
Deck S
urf
ace
Ori
gin
al
Deck S
urf
ace
Prepared D
eck S
urface
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UN
ITS
QU
AN
TIT
Y
Area P
rep
ared
fo
r P
atc
hin
g35
Sq
. Y
ds.
ITE
M
Lb
s.
1
BR
. (030)
Sq
. Y
ds.
Pavem
ent
Wate
rpro
ofi
ng M
em
bra
ne
Sq
. Y
ds.
5A
rea P
rep
ared
fo
r P
atc
hin
g (
Fu
ll D
ep
th)
Asphalt
tack c
oat
Wate
rpro
ofi
ng M
em
bra
ne
Pri
mer
co
at
for
ad
hesio
n o
f m
em
bra
ne
~
4"
Slope
Cross
DE
TA
IL A
T D
EC
K D
RA
INS
BR
IDG
E D
EC
K W
AT
ER
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OO
FIN
G
ME
MB
RA
NE
OV
ER
LA
P D
ET
AIL
wate
r.
surface a
nd c
racks o
f a
ll d
irt,
debris
, and
Patc
h d
eck-see a
ttached d
eta
ils. C
lean d
eck
Rem
ove e
xis
ting H
MA
patc
hes o
n d
eck.
an
d h
an
d r
oll
er.
to m
atc
h t
he H
MA
overl
ay. A
ttach w
ith p
rim
er
At
cu
rbs,
turn
up
th
e W
ate
rpro
ofi
ng
mem
bra
ne
to d
rain
Tap
er
HM
A O
verl
ay
KANSAS DEPARTMENT OF TRANSPORTATION
Plo
tted
By
:in
gall
sP
lot
Locati
on:B
rid
ge
Des
ign
KA
475801(0
30).
dgn
Fil
e:
Plo
t D
ate
:23
-OC
T-2
01
7 1
2:5
3
CU
RR
EN
T R
EL
EA
SE
4/2
5/1
2
DA
TE
RE
VIS
ION
SB
YN
O.
23 1
AP
P'D
BRIDGE DECK WATERPROOFING
Squad:
Bri
dge M
ain
tenance
2/2
7/1
3U
pd
ated
Title B
lo
ck
PA
KT
LF
PROJ. NO. 2-4 KA-4758-01
BRIDGE NO. 2-4-1.81 (030) BARBER Co. 6
Rein
forc
ing
Ste
el
(Rep
air
) (G
rad
e 6
0)
(Set
Pri
ce)
RE
CA
PIT
UL
AT
ION
OF
QU
AN
TIT
IES
684.5
67
9.2
Sq
. Y
ds.
HM
A-C
om
merc
ial
Gra
de (
Cla
ss A
)
2" H
MA
Overl
ay
t
he d
eck
. O
verla
p i
n t
he d
irecti
on
of w
ate
r r
un
off.
See K
DO
T S
pecif
icati
on
s.
l
ongit
udin
al
{ o
f t
he b
rid
ge. P
lace m
em
brane p
anels
sta
rti
ng a
t th
e l
ow
sid
e o
f
f
ro
m c
urb
to
cu
rb
or e
dg
e o
f d
eck
to
ed
ge o
f d
eck
. L
ay
th
e m
em
bran
e p
arall
el
to t
he
m
em
brane 1
2" p
ast
the E
WS
onto
the a
pproach a
t each e
nd o
f t
he b
rid
ge a
nd
a
pp
lyin
g a
pri
mer,
an
d p
lacin
g a
Pav
em
en
t W
ate
rpro
ofi
ng
Mem
bra
ne.
Pla
ce t
he
BR
IDG
E D
EC
K W
AT
ER
PR
OO
FIN
G:
This
work
consis
ts o
f cle
anin
g t
he b
ridge d
eck s
urf
ace,
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ify
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ile
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e P
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on (
‚")
Page 8 of 12
Expansion Gap
Exist. Exp. Jt.
Centered over
STEP 1
Cut
Saw
Cut
Saw
STEP 2
Expansion Gap
Provide a Level Base for Gap Plates.
Repair Edges if Necessary to
STEP 4: Install backer rod in joint gap.
and embed gap plates in hot "SAMA".
STEP 6: Place "Stress Absorbing Mastic Adhesive (SAMA)" along bottom surface of joint opening
STEP 7: Trowel hot "SAMA" over gap plates and onto all remaining uncoated surfaces.
Overl
ay
HM
A
STEP 3: Grit blast surfaces and dry with a hot compressed air lance.
6"
for installation details and specifications.
NOTE: Construction steps are provided for information only. Refer to manufacturer's recommendations
level base for the gap plates.
STEP 2: Repair any spalls or damage along the existing concrete joint edges to provide a
STEP 8: Dispense a bottom layer of "FBJS" material into the joint area.
STEP 5: Coat all surfaces with "DEERY Surface Conditioner (DSC)".
KA475801(030).dgn
23-OCT-2017 12:53
Plot File :
Plot Date : KANSAS DEPARTMENT OF TRANSPORTATIONPROJ. NO. 2-4 KA-4758-01
7 BARBER Co.BRIDGE NO. 2-4-1.81 (030)EXPANSION JOINT (DEERY)
Squad: INGALLS/BEK
FLEXABLE ASPHALTIC JOINT SYSTEM
SUMMARY OF CONSTRUCTION PROCEDURES
Or approved equal (See Specifications)
Chandler, AZ 85226
420 N Roosevelt Ave.,
DEERY American Corporation
the new asphalt overlay and any unsound concrete.
to the existing concrete deck surface Remove all material between the saw cuts including
through the new asphalt overlay full depth along both removal lines. Avoid any damage
the width of the area shown to be removed shall be approved by the Engineer. Saw cut
STEP 1: Layout removal lines centered over the existing joint opening. Any variations in
1'-8"á (Typical)
Exist. Exp. Jt. Mtrl.
(Follow all manufacturer's recommendations for max. or min. lift thicknesses)
STEP 9: Place final layers of "FBJS" material level with adjoining area.
New
2"
End Diaphragms
Concrete Deck
End Diaphragms
Concrete Deck
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ert
ify
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ile
Page 9 of 12
STEP 6
Expansion GapExpansion Gap
STEPS 3 , 4 & 5
Grit Blast Surfaces3
4 5
Place "Stress Absorbing Mastic Adhesive (SAMA)"
STEP 7
Expansion Gap
onto all uncoated surfaces.
Trowel Hot "SAMA" Over Gap Plate and
STEP 8
Expansion Gap
STEP 9
Expansion Gap
Embed Gap Plates in "SAMA"
See Detail 'A'
"FBJS" Material
Dispense a Bottom Layer of
Material Level with Adjoining Area.
Place Final Layers of "FBJS"
Detail A
Embedded Gap Plate
Backer Rod
(Stress Absorbing Mastic Adhesive)
"SAMA"
"DEERY Surface Conditioner (DSC)"
Coat Surfaces with
KA475801(030).dgn
23-OCT-2017 12:53
Plot File :
Plot Date : KANSAS DEPARTMENT OF TRANSPORTATIONPROJ. NO. 2-4 KA-4758-01
8 BARBER Co.BRIDGE NO. 2-4-1.81 (030)EXPANSION JOINT (DEERY)
Squad: INGALLS/BEK
Install Backer Rod
End Diaphragms
Concrete Deck
End Diaphragms
Concrete Deck
End Diaphragms
Concrete Deck
End Diaphragms
Concrete Deck
End Diaphragms
Concrete Deck
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ile
Page 10 of 12
Rdwy. Surface
{ Rdwy.
CONSTRUCTION CLEARANCE DETAILS
Prefer 12'-0"
10'-0" Min.
Prefer 12'-0"
10'-0" Min.
shoulder
outside edge of
2'-0" Min. from
clearances of 15'-6" and less.
Advanced signing required for
Preferable is 16'-0".
As required by construction:
RAA
KANSAS DEPARTMENT OF TRANSPORTATION
Plo
tted
By
:in
gall
sP
lot
Locati
on:B
rid
ge
Des
ign
KA
475801(0
30).
dgn
Fil
e:
Plo
t D
ate
:23
-OC
T-2
01
7 1
2:5
3
CU
RR
EN
T R
EL
EA
SE
4/2
5/1
2
DA
TE
RE
VIS
ION
SB
YN
O.
23 1
AP
P'D
CONSTRUCTION CLEARANCE DETAILS
Squad:
Bri
dge M
ain
tenance
2/2
7/1
3U
pd
ated
Title B
lo
ck
PA
K
TL
F
TL
F
PA
K
9BARBER Co.
PROJ. NO. 2-4 KA-4758-01
BRIDGE NO. 2-4-1.81 (030)CADconform Certify This File
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rm C
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ify
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is F
ile
Page 11 of 12
SUMMARY OF TRAFFIC CONTROL DEVICES (FOR INFORMATION ONLY)
All traffic control devices shall be placed in accordance with the applicable KDOT Traffic Control Standards. The contractor shall provide all signs and other traffic control devices for proper traffic control of all construction activities. Quantities listed are estimates only. Contractor operations may require additional signs and traffic control devices, this will be subsidiary to the bid item traffic control.
WORK ZONE SIGNS *
SIGN NO.
SIZE – SQ. FT.
0-9.25 9.26-16.25 16.26 & OVER
R2-1
R4-1 2
W3-4
W3-5
W8-11
W14-3 2
W20-1 2
W20-4
W20-5 2
W20-7 2
W21-5
G20-4 2
KM4-20
KG20-2 2
KI-104a 2
KI-105a 2
LIGHTED DEVICES * WORK ZONE WARNING LIGHT (TYPE “A” LOW INTENSITY)
WORK ZONE WARNING LIGHT (RED TYPE ”B” HIGH INTENSITY)
ARROW DISPLAY
PORTABLE CHANGEABLE MESSAGE SIGN
BARRICADES * CHANNELIZING DEVICES *
TYPE III (4’ TO 12’)
PEDESTRIAN FIXED PORTABLE PEDESTRIAN
150
SUMMARY OF TRAFFIC CONTROL DEVICES
(EACH)
RECAPITULATION OF QUANTITIES ITEM QUANTITY UNIT
WORK ZONE SIGNS (0 TO 9.25 SQ. FT.) EADA
WORK ZONE SIGNS (9.26 TO 16.25 SQ. FT.) EADA
WORK ZONE SIGNS (16.26 SQ. FT. & OVER) EADA
WORK ZONE BARRICADES (TYPE 3 – 4’ TO 12’) EADA
WORK ZONE BARRICADES (PEDESTRIAN) EADA
CHANNELIZER (FIXED) EADA
CHANNELIZER (PORTABLE) EADA
CHANNELIZER (PEDESTRIAN) EADA
WORK ZONE WARNING LIGHT (TYPE “A” LOW INTENSITY) EADA
WORK ZONE WARNING LIGHT (RED TYPE “B” HIGH INTENSITY) EADA
ARROW DISPLAY EADA
PORTABLE CHANGEABLE MESSAGE SIGN EADA
PAVEMENT MARKING (TEMPORARY)
4" SOLID (TYPE I) STA./LINE
4" SOLID (TYPE II) STA./LINE
4" BROKEN (8')(TYPE I) STA./LINE
4" BROKEN (8')(TYPE II) STA./LINE
4" BROKEN (3')(TYPE I) STA./LINE
4" BROKEN (3')(TYPE II) STA./LINE
4" DOTTED EXTENSION (TYPE I) STA./LINE
4" DOTTED EXTENSION (TYPE II) STA./LINE
SOLID (LINE MASKING TAPE) STA./LINE
BROKEN (LINE MASKING TAPE) STA./LINE
SYMBOL (TYPE I) EACH
SYMBOL (TYPE II) EACH
FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (8’)) STA./LINE
FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (3’)) STA./LINE
PAVEMENT MARKING REMOVAL LIN. FT.
CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY) LIN. FT.
CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-INSTALL ONLY) LIN. FT.
CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-RELOCATE) LIN. FT.
INERTIAL BARRIER SYSTEM EACH
REPLACEMENT MODULES (IBS) EACH
WORK ZONE SIGN (SPECIAL) (16.25 SQ. FT. & LESS) EACH
WORK ZONE SIGN (SPECIAL) (16.26 SQ. FT. & OVER) EACH
RIGID RAISED PAVEMENT MARKER (TYPE I) EACH
RIGID RAISED PAVEMENT MARKER (TYPE II) EACH
TRAFFIC SIGNAL INSTALLATION (TEMPORARY) LUMP SUM
TRAFFIC CONTROL (INITIAL SET UP) LUMP SUM
TRAFFIC CONTROL LUMPSUM LUMP SUM
FLAGGER (SET PRICE) 1 HOUR
NOTES:
3
2
1 11/10/16 Removed Replacement Modules Summary Table, Added “(IBS)” to Replacement Modules description
JGB
NO. DATE REVISIONS BY APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTROL SUMMARY OF DEVICES
RECAPITULATION OF QUANTITIES TE795 FHWA APPROVAL 06/01/15 APP’D Kristina Erickson
DESIGNED B.A.H. DETAILED R.W.B. QUANTITIES TRACED
DESIGN CK. DETAIL CK. QUAN. CK. TRACE CK.
WORK ZONE SIGN (SPECIAL)
SIGN NO. 16.25 SQ. FT. & LESS 16.26 SQ. FT. & OVER
Barber Co. Proj. No. 2-4 KA 4758-01 Title: BRIDGE REPAIR Page 12 of 12