departm ent of transportation bridge repair · departm ent of transportation state of kansas kansas...

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

CADconform Certify This File

CA

Dco

nfo

rm C

ert

ify

Th

is F

ile

of 12

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

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


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


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


CA

Dco

nfo

rm C

ert

ify

Th

is F

ile

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

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.


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


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


CA

Dco

nfo

rm C

ert

ify

Th

is F

ile

Pav

em

en

t W

ate

rpro

ofi

ng

Mem

bra

ne

Patc

h D

eck

, In

sta

ll

Machin

e P

repara

tion,

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"


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

CA

Dco

nfo

rm C

ert

ify

Th

is F

ile

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


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


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


CA

Dco

nfo

rm C

ert

ify

Th

is F

ile

of 12

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

PR

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


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,


CA

Dco

nfo

rm C

ert

ify

Th

is F

ile

Machin

e P

reparati

on (

‚")

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


CA

Dco

nfo

rm C

ert

ify

Th

is F

ile

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


CA

Dco

nfo

rm C

ert

ify

Th

is F

ile

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


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

CA

Dco

nfo

rm C

ert

ify

Th

is F

ile

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


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 of 12

departm ent of transportation bridge repair · departm ent of transportation state of kansas kansas...

Documents