summary of major bridges inspected - phase ii (year 2018-19)

Summary of Major Bridges Inspected - Phase II (Year 2018-19)

CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of

FdnLat Long Existing Details / Observation

Tentative Improvement

Proposal

Overall

BCIPhoto

1 BD-01

Non-C

RN

MD

R

17.3

00

BR:M

DR:1

7.3

00

05-0

1-2

018

Nort

h E

ast

Gulb

arg

a

Bid

ar

Bid

ar

Bid

ar

Bid

ar

Manja

ra

1997

Rajo

kheni

8.40 7.40

PSC I

Girder

7 25.00 175.00 Open

17.8

0400

77.3

1380

• Girders in good condition

• Light Leaching observed on the

cantilever portion of the slab on both

sides.

• Railings slightly damaged

• Drainage spouts to be cleaned /

repaired

• Debris over pier cap to be removed.

• Expansion Joint fully damaged

• Vegetative growth to be removed on

side slopes and at pier cap locations

• Railings shall be repaired wherever

required.

• Expansion Joint to be replaced

• Drainage spouts to be repaired /

provided

• Bearings to be repaired / Greased.

72.80

2 BD-02

CRN

SH

34

57.0

00

BR:S

H34:B

HA201:5

6.5

15

08-0

1-2

018

Nort

h E

ast

Gulb

arg

a

Bid

ar

Bid

ar

Bhalk

i

Bhalk

i

Kara

nja

1970

Bhalk

i

8.30 7.10

RC G

irder

11 11.90 130.90 Open

18.0

0110

77.1

9510

• Spalling of concrete / Honey combing

of concrete observed in the Longitudinal

Girders

• Concrete of poor quality in girders

• Leaching / Spalling observed on the


sides.

• Expansion joints fully blocked by

debris

• Guard posts damaged

• Overflows by around 0.50m above

Road Level during Heavy discharge /

Rains.

• The Girders have to be rehabilitated

wherever required (by Shortcrete /

Guniting / Grouting / Micro concrete)

• Exposed reinforcement shall be treated

with anti-corrosive treatment.

• Drip course shall be provided along

both the edges of slab.

• Expansion Joint to be provided


provided



• Guard Posts shall be reconstructed /

Repaired wherever required.

• As an alternative, High level

Bridge can be proposed adjacent to

the existing Bridge with footpath - 6

spans of 24.0m c/c)

54.23

3 BD-03

CRN

SH

75

15.7

00

BR:S

H75:H

UM

202:1

5.5

7

23-0

1-2

018

Nort

h E

ast

Gulb

arg

a

Bid

ar

Bid

ar

Hum

nabad

Hum

nabad

Tributa

ry t

o K

ara

nja

1970

Dubalg

undi

8.00 7.00RC G

irder

6 12.00 72.00 Open

17.8

6110

77.1

8850



Girders




sides.


debris

• Railings damaged










provided



• Railings shall be reconstructed /


52.12

4 GB-01

CRN

SH

11

61.5

50

BR:S

H11:A

LD

2:6

1.4

85

02-0

2-2

018

Nort

h E

ast

Gulb

arg

a

Gulb

arg

a

Gulb

arg

a

Ala

nd

Ala

nd

Tributa

ry t

o B

enneth

ora

2014

Am

bala

ga

8.50 7.50

RC G

irder

8 12.40 99.20 Open

17.6

0120

76.8

9130

• Constructed by KRDCL

• Structure in Good condition.



sides.


repaired (Outlet pipe to be provided)


• Expansion Joint to be cleaned


side slopes




• Bearings to be Greased.

89.04

Sl. No

Planning and Road Asset Management Center (PRAMC)

Government of Karnataka

P2 - 1 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



5 GB-02

CRN

SH

32

37.0

00

BR:S

H32:A

LD

3:3

7.0

96

05-0

2-2

018

Nort

h E

ast

Gulb

arg

a

Gulb

arg

a

Gulb

arg

a

Ala

nd

Ala

nd

Benneth

ora

2005

Sangunda

8.50 7.50

RC S

lab

9 10.06 95.40 Open

17.6

2110

76.7

1900


• Vegetative growth on side slopes and

approaches

• Expansion Joint to be repaired /

Cleaned


Cleaned


side slopes



73.03

6 GB-03

CRN

SH

51

35.2

00

BR:S

H51:A

LD

203:4

5.5

75

04-0

2-2

018

Nort

h E

ast

Gulb

arg

a

Gulb

ara

g

Gulb

arg

a

Ala

nd

Ala

nd

Benneth

ora

1975

Bhodhan

8.00 7.00

RC G

irder

4 12.00 48.00 Open

17.5

7280

76.7

5790



Girders

• Reinforcement exposed at bottom of

Girders at few places




sides.


• Over Flows by 3.00m during Rains.









provided



• Guard posts shall be reconstructed /


• As an Alternative, Propose a High

Level Bridge with 12.00m Width.

51.03

7 GB-04

CRN

SH

51

42.0

00

BR:S

H51:A

LD

203:5

2.8

4

05-0

2-2

018

Nort

h E

ast

Gulb

arg

a

Gulb

arg

a

Gulb

arg

a

Ala

nd

Ala

nd

Nalla

1975

Chin

chanasur

7.50 6.50 HP 30 + 2

0.90 +

2.1046.20 Raft

17.5

2270

76.7

8260

• NP2 Pipes Cracked

• Head wall damaged


• Scour of around 0.50m observed at

around 20 pipes

• Pipes silted.

• Road surface sinked.

• Thick Vegetative Growth blocking

vents.

• Overflows by 1.0m above Ground

Level

• Propose for Reconstruction with

Highlevel Bridge

25.19

8 GB-05

CRN

MD

R

19.5

00

BR:M

DR_ALD

8:A

LD

8:9

.166

06-0

2-2

018

Nort

h E

ast

Gulb

arg

a

Gulb

arg

a

Gulb

arg

a

Ala

nd

Ala

nd

Nalla

1985

Hitta

lsriur

8.50 7.50

RC S

lab

19 10.40 197.60 Open

17.3

8070

76.5

6480



approaches

• Honey combing observed in few slab

at edges.

• Thick vegetative growth / thorny

bushes blocking the water way.


Cleaned


Cleaned


side slopes




bushes to be removed

• Plastering / grouting to be done for

slab / sub-structure wherever required.

66.36

P2 - 2 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



9 GB-06

Non-C

RN

MD

R

95.5

00

BR:M

DR:9

5.5

00

08-0

2-2

018

Nort

h E

ast

Gulb

arg

a

Yadgir

Gulb

arg

a

Jew

arg

i

Jew

arg

i

Nalla

1975

Vadagere

8.00 7.00

MCPC

18 3.30 67.90 Raft

16.7

5916

76.5

5085

• Honey combing of concrete observed

in the Pipes

• Minor Cracks observed at top in few

pipes

• MS Railings damaged


around 20 pipes

• Few pipes silted by around 50%

• The Pipes shall be rehabilitated


Guniting / Grouting)


side slopes

• Silt to be removed from all the pipes

• Protection works shall be provided as

per requirement

• MS Railings shall be reconstructed /


53.33

10 GB-07

Non-C

RN

MD

R

19.0

00

BR:M

DR:1

9.0

00

08-0

2-2

018

Nort

h E

ast

Gulb

arg

a

Yadgir

Gulb

arg

a

Jew

arg

i

Jew

arg

i

Nalla

2002

Kadakol

8.00 7.00

MCPC

42 3.00 146.50 Raft

16.8

7141

76.4

9502


pipes



around 10 pipes

• Few pipes silted





side slopes



per requirement



71.40

11 GB-08

Non-C

RN

MD

R

0.3

00

BR:M

DR:0

.300

08-0

2-2

018

Nort

h E

ast

Gulb

arg

a

Yadgir

Gulb

arg

a

Jew

arg

i

Jew

arg

i

Nalla

1985

Aura

d

8.50 7.50

RC S

lab

10 8.20 82.00 Open

16.9

7084

76.7

6641



approaches

• Honey combing observed in few slab

at edges.


bushes blocking the water way.


Cleaned


Cleaned


side slopes




bushes to be removed

• Plastering / grouting to be done for

slab / sub-structure wherever required.

66.09

12 SD-01

CRN

SH

10

101.0

00

BR:S

H10:S

ED

1:1

00.7

47

28-0

1-2

018

Nort

h E

ast

Gulb

arg

a

Sedam

Gulb

arg

a

Sedam

Sedam

Kagin

a

1975

Malk

hed

7.30 0.50

RC G

irder

21 10.00 210.00 Open

17.1

9680

77.1

5490



Girders


• Leaching / Spalling and reinforcement

exposed observed on the cantilever

portion of the slab on both sides.

• Reinforcement exposed in girders (in

central 2 to 3 spans)

• Expansion joints fully clogged

• MS Railings slightly damaged










provided




required.

53.70

P2 - 3 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



13 SD-02

CRN

SH

15

143.0

00

BR:S

H15:S

ED

2:1

45.4

13

27-0

1-2

018

Nort

h E

ast

Gulb

arg

a

Sedam

Gulb

arg

a

Sedam

Sedam

Kagin

a

1972

Sata

pata

nahalli

8.00 7.00

RC G

irder

19 11.70 222.30 Open

17.2

2240

77.3

1220



Girders






sides.


debris











provided





56.16

14 SD-03

CRN

SH

15

148.0

00

BR:S

H15:S

ED

2:1

49.9

78

02-0

2-2

018

Nort

h e

ast

Gulb

arg

a

Sedam

Gulb

arg

a

Sedam

Sedam

Kam

ala

vath

i

1990

Bib

banahalli Cro

ss

8.10 7.10

RC S

lab

15 4.60 69.00 Open

17.1

9080

77.2

8950

• Spalling of Concrete at edges on both

sides in all spans.

• Reinforcement exposed at slab Edges



• Drainage spouts to be repaired

• The edges of slab to be rehabilitated

by grouting / guniting in all spans


side slopes


required.





provided

60.77

15 SD-04

CRN

SH

10

118.4

00

BR:S

H10:S

ED

1:1

18.4

57

30-0

1-2

018

Nort

h E

ast

Gulb

arg

a

Gulb

arg

a

Gulb

arg

a

Sedam

Sedam

Kam

ala

vath

i

2002

Bate

gera

8.50 7.50

RC G

irder

7 12.45 87.15 Open

17.1

4820

77.3

0000





sides.






side slopes





73.19

16 SD-05

CRN

SH

15

103.3

00

BR:S

H15:C

NL1:1

05.0

39

01-0

2-2

018

Nort

h e

ast

Gulb

arg

a

Chin

choli

Gulb

arg

a

Chin

choli

Chin

choli

Tributa

ry t

o M

ullam

ari

1980

Ain

oli C

ross

8.10 7.10

RC S

lab

18 6.90 124.20 Open

17.4

9360

77.4

3040

• Severe Spalling of Concrete at soffit of

slab

• Reinforcement exposed at soffit of

Slab


• Parapet damaged


• The Entire slab for all spans have to be

fully rehabilitated with grouting /

guniting


side slopes

• Parapet shall be repaired wherever

required.





provided

• As an alternative the entire super-

structure can be replaced for 8.50m

width, retaining the sub-structure.

52.76

P2 - 4 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



17 SD-06

CRN

SH

75

67.7

00

BR:S

H75:C

NL201:6

4.3

07

24-0

1-2

018

Nort

h E

ast

Gulb

arg

a

Sedam

Gulb

arg

a

Chin

cholli

Chin

cholli

Backw

ate

r of M

ullam

ari

1985

Channaru

r

7.10 6.10

RC G

irder

8 16.80 134.40 Open

17.5

4630

77.2

2620



Girders


• Reinforcement exposed at few places

at bottom of Longitudinal girder.



sides.


debris

• Parapet slightly damaged










provided



• Parapet shall be reconstructed /


59.52

18 SD-07

CRN

SH

125

12.5

00

BR:S

H125:C

TR75:5

0.2

95

01-0

2-2

018

Nort

h E

ast

Gulb

arg

a

Chitapur

Gulb

arg

a

Chitapur

Chitapur

Tributa

ry K

agin

a

1980

Gotu

r

8.00 7.00

RC G

irder

12 12.00 144.00 Open

17.3

5420

77.1

0310

• Slight Leaching / Spalling observed on

the cantilever portion of the slab on both

sides.


debris


• Thick Vegetative growth at approaches




provided


provided


side slopes



57.95

19 SD-08

Non-C

RN

MD

R

120.0

00

BR:M

DR:1

20.0

00

31-0

1-2

018

Nort

h E

ast

Gulb

arg

a

Sedam

Gulb

arg

a

Chin

cholli

Chin

cholli

Tributa

ry K

agin

a

1975

Tengli

8.00 7.00

RC G

irder

12 11.80 141.60 Open

17.2

5310

77.1

3020



Girders






sides.


debris











provided





53.42

20 SD-09

Non-C

RN

MD

R

69.4

00

BR:M

DR:6

9.4

00

02-0

2-2

018

Nort

h E

ast

Gulb

arg

a

Sedam

Gulb

arg

a

Chin

cholli

Chin

cholli

Kagin

a

1975

Dandhoti

7.50 6.50

MCPC

72 3.30 273.10 Raft

17.1

7530

77.1

0470


in the Pipes


pipes



around 20 pipes






side slopes



per requirement


Repaired wherever required

54.80

P2 - 5 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



21 Bk-01

CRN

MD

R

17.2

00

BR:M

DR_BD

M201:B

DM

201:1

7.2

84

06-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Badam

i

Badam

i

Tributa

ry t

o M

ala

pra

bha

2015

Teggi

8.50 7.50

RC S

lab

6 10.80 64.80 Open

16.0

5482

75.7

0690

• Newly constructed

• Structure in good condition

• Thick vegetative growth to be removed

from waterway at ends

• Drainage spouts to be cleaned.

• Outlet pipe to be provided.


side slopes



• Pitching on side slopes to be provided.

• Drainage spouts to be cleaned, out let

pipes to be provided

• Expansion joint to be cleaned.

88.08

22 Bk-02

CRN

SH

135

29.4

00

BR:S

H135:B

DM

207:2

2.3

05

05-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Badam

i

Badam

i

Tributa

ry t

o M

ala

pra

bha

2015

Muru

di

12.00 11.00

RC S

lab

6 10.80 64.80 Open

16.0

4072

75.7

5591





• Side slope pitching to be provided


side slopes





• Slab at edges in one span to be

grouted.

88.18

23 Bk-03

CRN

SH

14

68.4

00

BR:S

H14:B

DM

2:6

7.6

92

05-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Badam

i

Badam

i

Rangasam

udra

1965

Rangasam

udra

8.00 7.00

RC S

lab

19 5.50 104.50 Open

15.9

4585

75.8

5287


• Slight spalling of concrete at edges in

soffit of slab in 6 to 7 spans

• Reinforcement slightly exposed at

edges.



• Road surface slightly cracked.

• MS Railings slightly damaged.

• The slab soffit at edges to be

rehabilitated / grouted with epoxy grout

• Pier cap to be grouted, cracks to be

sealed with epoxy grout


side slopes





• Road surface to be repaired

53.31

24 Bk-04

Non-C

RN

MD

R

6.0

00

BG

L014006150

01-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Bagalk

ot

Bagalk

ot

Tributa

ry t

o K

rishna

2000

Nain

egali

8.50 7.50

RC G

irder

4 25.00 100.00 Open

16.2

9006

75.9

5550


• Slight Leaching / Dampness observed

on the cantilever portion of the slab at

edges.

• Slight Honey combing observed in

girders.

• Slight spalling, reinf. Exposed in main

girders at bottom in few girders.

• Expansion joints fully blocked by silt /

debris

• Vents blocked by thick thorny bushes

in waterway

• Grating of Drainage spouts damaged.






• Expansion Joint to be cleaned /

repaired

• Drainage spouts to be cleaned of

debris


side slopes

• Thick Vegetative Growth shall be

removed from the Waterway.

• Bearings to be greased

• Pointing to sub-structure to be done as

required.

73.98

P2 - 6 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



25 Bk-05

CRN

SH

53

129.0

00

BR:S

H53:B

LG

206_B:1

29.3

19

06-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Bilgi

Bilgi

Ghata

pra

bha

2015

btw

Kala

dgi /

kata

rki

8.50 7.50

RC S

lab

37 4.85 179.45 Open

16.2

2686

75.4

9068

• Newly constructed, Bridge cum

Barrage





• Railings to be repaired

88.01

26 Bk-06

CRN

SH

133

87.2

00

BR:S

H133:H

UD

209:8

7.2

83

05-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Hungund

Hungund

Tributa

ry t

o M

ala

pra

bha

1980

Chitta

ragi /

Gangur

7.80 6.80

RC S

lab

15 5.40 81.00 Open

16.1

1594

75.9

6984

• Severe Spalling of Concrete at edges

in soffit of slab in all spans.

• Reinforcement exposed and corroded

at edges

• Honey combing observed at mid span

in soffit of slab in few spans.



• Pointing eroded in piers (at few

locations)

• Drainage spouts fully blocked, non

functional.

• Vegetative growth at Pier cap location

• The slab soffit at edges and at bottom

to be fully rehabilitated

• Pier / Pier cap to be grouted, cracks to

be sealed with epoxy grout


side slopes



to be removed

• Sub-structure pointing to be done by

grouting.

• Drainage spout to be repaired /

replaced.

51.19

27 Bk-07

CRN

SH

133

90.0

00

BR:S

H133:H

UD

209:9

0.1

43

04-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Hungund

Hungund

Tributa

ry t

o M

ala

pra

bha

1975

Kirasur

8.00 7.00

MCPC

28 2.30m Dia 77.90 Open

16.1

2328

75.9

9239

• Vents 50% silted.

• Thick vegetative growth blocking

almost half of the vents.

• severe Honey combing of concrete

observed in the Pipes

• Concrete of poor quality


pipes

• Parapet slightly damaged

• All the Pipes shall be rehabilitated




from the waterway.


side slopes



per requirement

• MS railings shall be reconstructed /

repaired wherever required.

• As an alternative a high level

bridge for a length of 75.0m can be

proposed by increasing the vent

height.

42.08

28 Bk-08

CRN

SH

14

110.4

00

BR:S

H14:H

UD

3_B:1

10.6

02

02-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Hungund

Hungund

Tributa

ry t

o K

rishna

2002

Jala

kam

ala

din

ni

8.50 7.50

RC G

irder

8 12.35 98.80 Open

16.1

0417

76.1

6256

• Structure in good condition,

constructed by KRDCL



edges.

• Main girder and cross girder in good

condition


debris

• Vents blocked by thick thorny bushes,

debris (end spans)



repaired


debris


side slopes

• Debris / Vegetative Growth shall be


• Bearings to be greased 73.36

P2 - 7 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



29 Bk-09

CRN

SH

14

115.6

00

BR:S

H14:H

UD

3_B:1

16.2

12

03-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Hungund

Hungund

Tributa

ry t

o K

rishna

2000

Kara

di

8.00 7.00

RC S

lab

20 5.10 102.00 Open

16.1

0184

76.2

0488




at edges

• Spalling / Honey combing observed at

mid span in soffit of slab in few spans.









side slopes



to be removed 61.72

30 Bk-10

CRN

SH

14

127.0

00

BR:S

H14:H

UD

3_B:1

27.2

2

21-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Hungund

Hungund

Tributa

ry t

o K

rishna

1975

Kodih

al

8.00 7.00

MCPC

24 3.05m Dia 84.70 Raft

16.0

9503

76.2

9977

• Severe Honey combing of concrete

observed in the Pipes at bottom


pipes

• RC parapet slightly damaged


around 10 pipes


• Floor protection works damaged.

• Side slope pitching damaged.

• Road surface slightly worned out.

• SSM Return wall pointing eroded.





side slopes


• Floor Protection works shall be

provided as per requirement

• RC Parapet shall be repaired wherever

required.

• Wearing coat to be provided.

• Grouting of joints to be done for SSM

returnwall

53.81

31 Bk-11

CRN

SH

20

139.6

00

BR:S

H20:H

UD

2:1

40.4

02

02-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Hungund

Hungund

Tributa

ry t

o K

rishna

2002

Gadis

unkapur

8.50 7.50

RC G

irder

7 13.45 94.15 Open

16.0

1352

76.1

8528



• Girder slightly damaged at bearing

location in span-2



edges.


condition


debris


debris (end spans)



repaired


debris


side slopes





required.

70.46

32 Bk-12

CRN

SH

20

144.8

00

BR:S

H20:H

UD

2:1

45.9

46

04-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Hungund

Hungund

Tributa

ry t

o K

rishna

1982

Kesara

bhavi

8.50 7.50

RC S

lab

35 5.20 182.00 Open

16.0

1659

76.1

3585


in soffit of slab (from span-20 to span-

30)


at edges

• Honey combing observed at mid span

in soffit of slab in few spans.




locations)

• Drainage spouts fully blocked, non-

functional.







side slopes



to be removed


grouting.


replaced.

54.58

P2 - 8 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



33 Bk-13

CRN

SH

20

165.2

00

BR:S

H20:H

UD

2:1

66.2

16

03-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Hungund

Hungund

Tributa

ry t

o M

ala

pra

bha

1985

Rakkasagi

8.00 7.00

RC S

lab

16 4.50 72.00 Open

16.0

5660

75.9

7186




at edges

• Spalling / Honey combing observed at

mid span in soffit of slab in few spans.




locations)

• Drainage spouts fully blocked, non

functional.







side slopes



to be removed


grouting.


replaced.

57.34

34 Bk-14

Non-C

RN

MD

R

11.2

00

HU

D018011354

03-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Hungund

Hungund

Tributa

ry t

o K

rishna

2002

Kara

di

8.50 7.50

RC S

lab

8 10.50 84.00 Pile

16.0

9611

76.2

0110






• Outlet pipe to be provided.


side slopes







72.93

35 Bk-15

CRN

SH

34

381.1

00

BR:S

H34:J

MK1:3

82.9

2

12-0

6-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Jam

khandi

Jam

khandi

Krishna

1955

Chik

kapadasala

gi

7.40 6.40RCC A

rch

20 20.65 413.00 Open

16.5

6722

75.3

8794

• Spalling / Reinforcement exposed in

arch soffit at few places

• Honey combing observed in arch soffit

due to poor concrete

• Vegetative Growth at Pier / Spandral

wall location.

• Wearing coat / road surface slightly

damaged


• Drainage spouts to be provided

• Structure Narrow

• Vegetative growth to be removed at

pier / Spandral wall location

immediately.


required.

• The Arch shall be strengthened /

grouted by Sealing with Cement Grout.

• The Spandral wall shall be sealed with

Cement Grout at cracks and then it shall

be plastered wherever required.

• The Spandral wall / Pier / Abutment

shall be repaired and grouted / plastered

as required.

• Drainage spouts shall be provided with

proper outlet pipes.

• If required new Wearing coat shall be

provided by removing the existing

wearing coat.

• As alternative, New 2 Lane High

level Bridge (for a total length of

around 415m) may be provided

adjacent to the existing Bridge.

50.87

36 Bk-16

Non-C

RN

MD

R

6.2

00

JMK015006450

07-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Jam

khandi

Jam

khandi

Krishna

2015

Jam

bagi

12.00

7.50 +

2.25

FP on

BS

PSC B

ox G

irder

+ P

SC I

Girder

12 49.65 595.80 Open

16.5

6492

75.3

1474



• 20m Box Girder + 40.00m PSC I

Girder span arrangement


debris


repaired


debris


92.85

P2 - 9 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



37 Bk-17

CRN

SH

20

230.8

00

BR:S

H20:M

DL3:2

31.1

65

06-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Mudhol

Mudhol

Tributa

ry t

o G

hata

pra

bha

1975

Khajjid

oni

8.00 7.00

MCPC

27 3.05m Dia 95.35 Raft

16.1

7402

75.4

4585


in the Pipes


pipes

• RC parapet slightly damaged


around 10 pipes



• Severe Gaps btw pipes





side slopes




• Gaps between pipes shall be sealed.

• RC Parapet shall be repaired wherever

required.

54.25

38 Bk-18

CRN

SH

34

440.2

00

BR:S

H34:M

DL201:4

40.3

45

07-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Mudhol

Mudhol

Nalla

2012

Lokapur

8.50 7.50

RC G

irder

5 13.20 66.00 Open

16.1

5331

75.3

6393


• Recently constructed



edges.


condition


debris


debris (end spans)



repaired


debris


side slopes





required.

81.09

39 Bk-19

CRN

SH

54

123.3

00

BR:S

H54:M

DL16:1

23.6

68

06-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Mudhol

Mudhol

Ghata

pra

bha

1970

Dhavale

shw

ar

6.00 5.50

RC S

lab

17 5.00 85.00 Open

16.3

3101

75.0

7340

• Structure narrow

• Bridge cum barrage, gets over flowed

during heavy discharge

• Honey combing / spalling of concrete

at edges in soffit of slab

• Honey combing of concrete in piers

• The slab soffit at edges to be fully


• Pier to be grouted, cracks to be sealed

with epoxy grout

• Guard posts to be repaired

• As an Alternative an new high

level Bridge of length of 90m and

12.00m wide can be proposed 55.51

40 Bk-20

CRN

SH

55

52.0

00

BR:S

H55:M

DL30:5

0.2

64

07-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Mudhol

Mudhol

Ghata

pra

bha

1975

Mudhol

8.00 7.00

RC G

irder

13 12.00 156.00 Open

16.3

2420

75.2

8114



Girders



sides.


debris

• MS railings damaged

• Thick Vegetative growth at end spans.










provided


side slopes and at end spans

• MS Railings shall be Repaired wherever

required.

56.61

P2 - 10 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



41 Bk-21

Non-C

RN

MD

R

8.6

00

MD

L021008867

06-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Mudhol

Mudhol

Ghata

pra

bha

1980

Nandagoan

4.50 4.00

RC S

lab

19 4.70 89.30 Open

16.3

2666

75.1

1706


• Bridge cum barrage, gets over flowed

during heavy discharge

• Honey combing / spalling of concrete

at edges in soffit of slab

• Honey combing of concrete in piers



• Pier to be grouted, cracks to be sealed

with epoxy grout


• As an Alternative an new high

level Bridge of length of 100m and

8.50m wide can be proposed 52.26

42 Bk-22

Non-C

RN

MD

R

9.4

00

BD

M005012766

05-0

8-2

018

Nort

h

Belg

aum

Bagalk

ot

Bagalk

ot

Badam

i

Badam

i

Tributa

ry t

o M

ala

pra

bha

1980

Aft

er

Gule

dagudda t

ow

ard

s B

adam

i

7.50 6.50

RC S

lab

10 7.10 71.00 Open

16.0

3683

75.7

3551

• Severe spalling of concrete at edges in

soffit of slab


at edges.




• RC Railings damaged.

• Scour at pier location






side slopes






• Floor protection works to be provided

• Railings to be reconstructed.

56.50

43 Bel-01

Non-C

RN

MD

R

6.1

00

BAI2

31006149

08-0

5-2

018

Nort

h

Belg

aum

Belg

aum

Belg

aum

Bailhongal

Bailhongal

Nalla

1975

Nagnur

6.80 6.00

RC S

lab

16 2.00 32.00 Open

15.8

3813

74.7

9614

• Spalling of Concrete in soffit of slab.


• MS Railings fully damaged


• Spalling of Pier cap in piers observed

• The entire slab soffit to be fully

rehabilitated or replace the

superstructure

• Pier / Pier cap to be grouted

• Pointing to be done for sub structure

as per requirement.


side slopes


• Bridge is narrow, Widening not

feasible, As an alternative New High

level Bridge can be proposed taking into

account the Traffic.

46.11

44 Bel-02

Non-C

RN

MD

R

1.2

00

BG

M204001294

06-0

5-2

018

Nort

h

Belg

aum

Belg

aum

Belg

aum

Belg

aum

Belg

aum

Nalla

2016

Old

PB R

oad (

Belg

aum

)

17.3012.80

+ FP

RC S

lab

12 5.90 70.80 Open

15.8

3403

74.5

4051



• Retain with routine maintenance

89.72

P2 - 11 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



45 Bel-03

Non-C

RN

SH

141

22.5

00

BG

M208022391

06-0

5-2

018

Nort

h

Belg

aum

Belg

aum

Belg

aum

Belg

aum

Belg

aum

Mark

andey

1990

Kangra

li k

hurd

12.007.50m

+ FP

RC G

irder

4 16.50 66.00 Open

15.8

9887

74.4

9824

• Slight Honey combing of concrete

observed in the Longitudinal Girders

• Honey combing, reinforcement

exposed at bearing location in few

girders

• Minor Cracks in end cross girder at

junction.

• Drainage spouts blocked by debris, no

outlet pipes

• Expansion joint fully covered / blocked

• The Girders / cross girders have to be

Gunited / Grouted at honey comb

locations


/replaced

• Expansion joint to be repaired /

replaced

• Side slope pitching shall be reinstated.

62.69

46 Bel-04

CRN

SH

133

1.8

00

BR:S

H133:R

MG

203:1

.955

08-0

5-2

018

Nort

h

Belg

aum

Belg

aum

Belg

aum

Ram

durg

Ram

durg

Mala

pra

bha

2000

Ham

pih

oli

8.30 7.30

MCPC

35 3.30 132.50 Raft

15.9

0133

75.4

0891


in the Pipes


pipes



around 20 pipes






side slopes



per requirement


repaired wherever required.

64.58

47 Bel-05

CRN

SH

139

27.8

00

BR:S

H139:R

MG

204:2

7.9

05

07-0

5-2

018

Nort

h

Belg

aum

Belg

aum

Belg

aum

Ram

durg

Ram

durg

Tributa

ry t

o M

ala

pra

bha

1970

Sunnal

8.30 7.30

RC G

irder

7 11.75 82.25 Open

15.9

6833

75.2

5473

• Severe spalling, reinforcement

exposed and corroded in cantilever slab

on both sides in all spans

• Expansion joints fully blocked - non

existence



• Cracks with spalling, reinforcement

exposed observed in Pier caps


outlet pipes


• The Entire cantilever slab to be

rehabilitated for entire length on both

sides.





• The Girders / cross girders shall be

provided with Guniting / Grouting as per

requirement.

• Pier Cap / Abutment Cap shall be

sealed with epoxy grout.



provided





53.79

48 Bel-06

CRN

SH

45

55.5

00

BR:S

H45:S

AU

3:5

5.2

46

23-0

7-2

018

Nort

h

Belg

aum

Belg

aum

Belg

aum

Saundatt

i

Saundatt

i

Mala

pra

bha

2005

Manolli

12.00

9.75m

+ FP of

1.50m

on LHS

PSC I

Girder

7 24.60 172.20 Pile

15.8

4904

75.1

2363




observed in the Longitudinal Girders (in

2 Girders)



edges.


debris


debris (end spans)

• Drainage spout blocked by silt / debris


repaired


debris


side slopes




P2 - 12 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



49 Bel-07

Non-C

RN

SH

140

52.8

00

SAU

206052803

08-0

5-2

018

Nort

h

Belg

aum

Belg

aum

Belg

aum

Saundatt

i

Saundatt

i

Nalla

1990

Murk

um

bi

8.40 7.40

RC S

lab

16 8.35 133.60 Open

15.8

4626

74.8

8148

• Spalling of Concrete at edges in soffit

of slab.


• Spalling, reinforcement exposed and

corroded in Pier cap at few locations


from waterway


rehabilitated




side slopes


60.68

50 Bel-08

CRN

SH

12

60.5

00

BR:S

H12:A

TN

2:6

0.6

30-0

4-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Ath

ni

Ath

ni

Tributa

ry t

o K

rishna

1990

Khota

natt

i

8.40 7.40

RC S

lab

13 6.85 89.05 Open

16.7

4360

75.2

1770


of slab.


• Honey Combing observed in few slabs



• Cracks with spalling of concrete

observed at cut water / Ease water

portion of Pier


from waterway


rehabilitated



• Cut water / Ease water portion of Pier

to be grouted with epoxy, cracks to be

sealed.


side slopes


60.95

51 Bel-09

CRN

SH

12

86.0

00

BR:S

H12:A

TN

2:8

5.8

75

13-0

6-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Ath

ni

Ath

ni

Agra

ni

2003

Mura

gundi

8.50 7.50

RC G

irder

9 12.35 111.15 Open

16.7

3942

74.9

9047





2 Girders)

• Reinforcement exposed at bottom in

the Longitudinal Girders (in Span 5)



edges.


debris


debris (end spans)


• Outlet pipe missing in Drainage spout


Gunited / Grouted at honey comb

locations


repaired


debris

• Outlet pipes to be provided for the

Drainage spouts


side slopes




72.65

52 Bel-10

CRN

SH

31

9.0

00

BR:S

H31:A

TN

3:9

.097

30-0

4-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Ath

ni

Ath

ni

Tributa

ry t

o A

gra

ni

2018

Mala

bad

12.00 11.00

RC G

irder

4 15.00 60.00 Open

16.8

8577

75.1

1526

• New Bridge under Construction • Retained

100.00

P2 - 13 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



53 Bel-11

CRN

SH

72

100.5

00

BR:S

H72:A

TN

20_B:1

00.5

48

29-0

4-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Ath

ni

Ath

ni

Agra

ni

2010

Shin

al

12.007.50m

+ FP

RC G

irder

5 16.50 82.50 Open

16.7

0493

74.9

7968

• Severe Honey combing at bottom of

main Girders


at bottom of Main girders


existence


outlet pipes


• The Entire Girders at bottom have to

be rehabilitated, epoxy grouting to be

done for the entire girder







provided


side slopes

• Railings shall be Repaired wherever

required.

61.61

54 Bel-12

CRN

SH

72

144.5

00

BR:S

H72:A

TN

20_B:1

45.6

28

30-0

4-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Ath

ni

Ath

ni

Nalla

2013

btw

Kott

alg

i /

Kanam

ari

10.00 9.00

RC B

ox

12 6.00 72.00 Raft

16.8

9885

75.3

0081



• 3 vents blocked by Silt

• Thick Thorny bushes blocking vent way



side slopes

• Silt to be removed from vents


side slopes


71.37

55 Bel-13

Non-C

RN

MD

R

7.0

00

ATN

015007151

29-0

4-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Ath

ni

Ath

ni

Agra

ni

1990

Tevara

tti

8.40 7.40

RC S

lab

14 6.70 93.80 Open

16.7

9124

75.0

3219


of slab.





• Cracks with spalling of concrete

observed at cut water / Ease water

portion of Pier


• Bridge cum Barrage


rehabilitated



• Cut water / Ease water portion of Pier

to be grouted with epoxy, cracks to be

sealed.


side slopes


61.09

56 Bel-14

Non-C

RN

MD

R

11.4

00

ATN

010011420

01-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Ath

ni

Ath

ni

Nalla

2010

Kokatn

ur

8.50 7.50

RC S

lab

5 10.60 53.00 Open

16.6

9353

75.2

1613



• Wearing coat worn out

• Expansion joint fully blocked

• Retain with routine repairs

• Expansion joint to be repaired

• Drainage spout to be repaired


80.17

P2 - 14 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



57 Bel-15

CRN

MD

R

5.2

00

BR:M

DR_CKD

7:C

KD

7:9

.978

16-0

7-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Doodganga

1975

Shiradw

ad

8.50 7.50

RC G

irder

5 18.00 90.00 Open

16.5

5913

74.4

8910





exposed and corroded in Bottom of Main

Girder

• Cracks observed in Main girder in

longitudinal direction.


existence


outlet pipes

• Wearing Coat Damaged

• The Entire cantilever slab and Main

Girders have to be rehabilitated for

entire length.





• The Girders shall be provided with

Micro concrete / Guniting / Grouting as

per requirement.

• Pier Cap / Abutment Cap shall be

sealed with epoxy grout.



provided





• Protection works to be provided.

As an Alternative, the entire super

structure can be replaced by

retaiing the sub-structure

45.83

58 Bel-16

CRN

SH

12

128.5

00

BR:S

H12:C

KD

2:1

28.9

37

03-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Tributa

ry t

o K

rishna

1980

Manja

riw

adi

8.50 7.50

RC G

irder

10 11.70 117.00 Open

16.5

9167

74.6

9919





existence

• Honey combing of concrete with

reinforcement exposed observed in the

Longitudinal Girders


outlet pipes


• Thick vegetative growth blocking vents



sides.







requirement.



provided





54.16

59 Bel-17

CRN

SH

12

133.0

00

BR:S

H12:C

KD

2:1

33.2

57

14-0

7-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Krishna

2000

Ankali

9.00 7.50

PSC I

Girder

14 36.10 505.40 Well

16.5

5808

74.6

8011


constructed by NPCCL


observed in the Longitudinal Girders /

Cross Girders in few spans

• Slight Spalling of concrete observed in

the Longitudinal Girders / Cross Girders

in few spans

• Leaching / Dampness observed on the

cantilever portion of the slab at edges.


debris


debris (end spans)


• Grouting / Shortcrete / Gunitting to be

carried out at spalling locations of the

Main Girder / Cross Girder

• Grouting / Shortcrete / Gunitting to be

carried out at Drainage spout, Cantilever

slab at edges to be repaired

• Expansion Joint to be replaced /

repaired


debris, outlet pipe, gratings to be

provided


side slopes




71.91

P2 - 15 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



60 Bel-18

CRN

SH

72

14.5

00

BR:S

H72:C

KD

201_A:1

4.5

51

05-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Tributa

ry t

o K

rishna

1970

Bhim

apurw

adi

8.00 7.00

RC A

rch

10 7.15 71.50 Open

16.4

7865

74.4

5112

• Vegetative Growth at Pier / Spandrel

wall location.

• Thick Vegetative growth in the river at

Pier location.

• MS Railing damaged

• Road surface slightly worn out

• Drainage spouts / Outlet clogged

• Scour of around 0.50m at pier

locations (at central piers)




Pier locations to be removed

• Railing shall be repaired wherever

required.

• The Pier / Abutment shall be repaired

and plastered as required.










55.79

61 Bel-19

CRN

SH

72

45.6

00

BR:S

H72:C

KD

201_A:4

5.7

81

04-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Krishna

1960

btw

kallol /

Yadur

7.40 6.40

RC S

lab

62 2.50 155.00 Open

16.5

7447

74.6

4558

• Bridge cum barrage over River Krishna


exposed and corroded in slab soffit in all

spans

• Severe honey combing in pier

• Concrete of poor quality

• Propose for New construction on

alternate alignment retaining the

existing Bridge cum barrage

• New High level Bridge of 200m

length with Footpath can be

proposed

39.13

62 Bel-20

CRN

SH

78

84.5

00

BR:S

H78:C

KD

203:8

4.5

75

04-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Doodganga

2014

Sadalg

a

6.00 5.00

RC S

lab

10 10.20 102.00 Open

16.5

6561

74.5

3297






94.00

63 Bel-21

CRN

SH

98

22.5

00

BR:S

H98:C

KD

205:2

2.7

8

17-0

7-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Doodganga

2000

Kunnur

12.007.50 +

FP

RC G

irder

5 18.00 90.00 Well

16.5

5356

74.4

0870



observed in the Longitudinal Girders at

few places

• Reinforcement exposed at bottom in

the Longitudinal Girders in 2 girders



edges.


debris


• Outlet pipe missing in Drainage spout

• Footpath slabs damaged


Gunited / Grouted / shortcrete at spalled

/ honeycombed locations


repaired


debris

• Outlet pipes to be provided for the

Drainage spouts


side slopes



• Footpath slabs to be repaired.

70.66

P2 - 16 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



64 Bel-22

Non-C

RN

MD

R

3.8

00

CKD

208003836

03-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Tributa

ry t

o K

rishna

2015

Ankali

8.50 7.50

RC S

lab

6 11.00 66.00 Open

16.5

4121

74.6

7674





94.05

65 Bel-23

Non-C

RN

MD

R

5.7

00

CKD

214005703

05-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Doodganga

2008

MH

Bord

er

12.007.50 +

FP

RC G

irder

7 16.85 117.95 Open

16.5

8486

74.5

6639

• Slight Leaching, Dampness of concrete

observed in cantilever slab at edges


outlet pipes


• The Cantilever slab have to be Gunited

/ Grouted at honey comb locations


/replaced

• Expansion joint to be repaired /

replaced

• Side slope pitching shall be reinstated.

72.03

66 Bel-24

Non-C

RN

MD

R

7.5

00

CKD

212007883

05-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Tributa

ry t

o K

rishna

1980

Manja

riw

adi

7.50 6.50

RC S

lab

15 3.30 49.50 Open

16.5

9457

74.6

9709

• Thick Vegetative growth blocking vents

on either side

• Slight honey combing observed at

edges in slab

• Wearing coat worn out



• Stone pitching on side slopes eroded

• Slab shall be rehabilitated as per

requirement

• Thick vegetative growth to be cleared

• Wearing coat to be re-laid



64.09

67 Bel-25

Non-C

RN

MD

R

2.0

00

CKD

214002029

04-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Chik

kodi

Chik

kodi

Tributa

ry t

o D

oodganga

1985

Sadalg

a

5.30 4.30

RC S

lab

20 6.70 134.00 Open

16.5

6844

74.5

3797

• Spalling, reinforcement exposed in

soffit of slab at edges

• Minor cracks at edges of slab

• MS Railings Damaged


• Spalling / minor Cracks observed in

pier cap at edges

• Pointing slightly eroded in pier at few

locations

• Grouting / Gunitting to be carried out

for slab soffit

• Minor cracks to be sealed with epoxy

grout in slab soffit and at pier cap

locations




• Railings to be repaired 62.32

P2 - 17 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



68 Bel-26

CRN

SH

44

52.5

00

BR:S

H44:G

OK6:5

2.5

44

22-0

7-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Gokak

Gokak

Ghata

pra

bha

2005

Masaguppi

12.007.50 +

FP

PSC I

Girder

6 15.00 90.00 Open

16.2

5788

74.9

6496





2 Girders)

• Slight Spalling of concrete observed in

the few cross girders



edges.


debris


debris (end spans)

• Drainage spout blocked by silt / debris,

outlet pipe missing


repaired


debris


side slopes




• Grouting with epoxy can be done for

Main Girders / Cross Girders wherever

Honey combing / spalling is observed.

• Grouting of gaps btw slab and girder

to be carried out

82.52

69 Bel-27

CRN

SH

44

69.9

00

BR:S

H44:G

OK6:6

9.4

99

07-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Gokak

Gokak

Tributa

ry t

o G

hata

pra

bha

1975

Tim

mapur

Cro

ss

8.00 7.00

MCPC

26 3.00 90.50 Raft

16.2

4703

75.1

2054


in the Pipes


pipes



around 20 pipes






side slopes



per requirement



53.90

70 Bel-28

CRN

SH

44

76.6

00

BR:S

H44:G

OK6:7

6.7

59

07-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Gokak

Gokak

Tributa

ry t

o G

hata

pra

bha

1975

Yadaw

ad

8.00 7.00

MCPC

32 3.00 115.20 Raft

16.2

3466

75.1

8157


in the Pipes

• Severe honey combing in few pipes


pipes



around 20 pipes






side slopes



per requirement

• MS railings shall be reconstructed /


53.17

71 Bel-29

CRN

SH

45

20.8

00

BR:S

H45:G

OK203:2

0.9

1

06-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Gokak

Gokak

Tributa

ry t

o G

hata

pra

bha

2001

Chik

kanandi

12.007.50 +

FP

PSC D

eck S

lab

7 10.50 73.50 Open

16.0

8604

74.9

2825


• Replaced entire superstructure

retaining the sub-structure and existing

Steel I girders



• Footpath slabs damaged

• Protection works at pier location

eroded

• Retain with routine repairs


• Drainage spout to be cleaned /

repaired


• Footpath slabs to be repaired

• Protection works at pier location to be

provided

73.04

P2 - 18 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



72 Bel-30

CRN

SH

54

89.2

00

BR:S

H54:G

OK8:8

9.2

03

06-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Gokak

Gokak

Tributa

ry t

o G

hata

pra

bha

1985

Mam

dapur

8.50 7.50

RC S

lab

18 5.20 93.60 Open

16.1

0848

74.9

2600


of slab.



• Minor Cracks at edges of slab



• Pointing eroded at few places in pier


from waterway


rehabilitated



• Pointing to be done for pier


side slopes


61.60

73 Bel-31

CRN

SH

73

77.8

00

BR:S

H73:G

OK205_A:7

7.9

49

21-0

7-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Gokak

Gokak

Ghata

pra

bha

2012

Dupdhal

11.509.50 +

FP

PSC I

GIr

der

6 + 4 20.00 + 18.00 116.00 Open

16.2

0646

74.7

5305





2 Girders)



edges.


debris


debris (end spans)



repaired


debris


side slopes




74 Bel-32

CRN

SH

73

78.2

00

BR:S

H73:G

OK205_A:7

8.3

39

22-0

7-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Gokak

Gokak

Ghata

pra

bha

2012

Dupdhal

11.509.50 +

FP

PSC I

GIr

der

12 20.00 240.00 Open

16.2

0543

74.7

4973





2 Girders)



edges.


debris


debris (end spans)



repaired


debris


side slopes




75 Bel-33

CRN

SH

78

32.2

00

BR:S

H78:H

UK207:3

2.3

4

17-0

7-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Hukkeri

Hukkeri

Hiranyakshi

2001

Goudaw

ad

12.007.50 +

FP

RC G

irder

9 17.00 153.00 Open

16.1

8849

74.5

7679


cantilever slab on both sides

• Honey combing / Spalling of concrete


spans 2 to 5)


observed in the Cross Girders - at

bearing locations


existence


outlet pipes


• Thick vegetative growth on side slopes

• Footpath slabs slightly damaged



sides.






rehabilitated with Guniting / Grouting as

per requirement.

• Bearings shall be greased / repaired



provided


side slopes



65.59

P2 - 19 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



76 Bel-34

CRN

SH

1

477.5

00

BR:S

H1:H

UK204:4

77.9

71

18-0

7-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Hukkeri

Hukkeri

Hid

kal Reserv

oir

1975

Hid

kal D

am

8.00 7.00

RC G

irder

16 12.20 195.20 Open

16.1

4572

74.6

5028


cantilever slab on both sides



spans 2 to 5)


Longitudinal girders in span-9 to span-

11


observed in the Cross Girders - at

bearing locations


existence


outlet pipes


• Thick vegetative growth on side slopes

and at expansion joint location on pier

cap

• Metallic steel plates bearing slightly

rusted at few locations.

• Stones dislodged in cut / ease water

location in pier P5, P6 and P7



sides.


rehabilitated with Guniting / Grouting /

Shortcrete / Micro Concrete as per

requirement.






rehabilitated with Guniting / Grouting as

per requirement.

• Bearings shall be greased / repaired



provided


side slopes



• Pointing to sub-structure to be done,

Cut water / Ease water to be

strengthened / repaired.

55.42

77 Bel-35

Non-C

RN

MD

R

14.5

00

HU

K214000913

05-0

5-2

018

Nort

h

Belg

aum

Chik

kodi

Belg

aum

Hukkeri

Hukkeri

Ghata

pra

bha

1985

Nogin

hal

8.50 7.50

RC S

lab

14 11.00 154.00 Open

16.1

8553

74.6

8198

• Water flowing full in all spans

• Minor Spalling, reinforcement exposed

in soffit of slab at edges

• Minor cracks at edges of slab

• Guard posts Damaged


• Pointing slightly eroded in pier at few

locations

• Grouting / Gunitting to be carried out

for slab soffit

• Minor cracks to be sealed with epoxy

grout in slab soffit and at pier cap

locations




• Guard posts to be repaired 63.12

78 BJ-01

CRN

SH

41

100.7

00

BR:S

H41:B

BV2:1

01.2

61

10-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

B B

agevadi

B B

agevadi

Dona

1985

Satihal

8.20 7.20

RC S

lab

20 5.20 104.00 Open

16.7

3842

76.0

5814

• Entire super structure recently

replaced

• Drainage spouts to be Cleaned

• Pointing eroded at few places in pier

• Silt deposit in waterway

• Concrete wearing coat cracked at few

places


as per requirement.


side slopes




• Silt to be removed form waterway

• Wearing coat to be repaired 62.06

79 BJ-02

CRN

SH

41

126.3

00

BR:S

H41:B

BV2:1

26.9

23

11-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

B B

agevadi

B B

agevadi

Nalla

1985

Sola

wadagi

8.50 7.50

RC B

ox

24 3.00 72.00 Open

16.5

1853

76.0

9243


• Spalling / Honey combing observed in

Top slab and Mid Walls at few places


• Drainage spouts - outlet pipe missing

• Silt / Vegetative growth blocking vents

• Top slab at edges, Mid walls shall be

plastered / grouted


side slopes


• Drainage spouts to be cleaned


63.69

P2 - 20 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



80 BJ-03

Non-C

RN

MD

R

25.5

00

BBV007025985

10-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

B B

agevadi

B B

agevadi

Nalla

2005

Btw

Ukkali /

Masabin

al

12.00 11.00

RC B

ox

11 6.40 70.40 Open

16.6

9120

75.9

2268


• Drainage spouts to be Cleaned

• Silt deposit / Thorny bushes in

waterway


side slopes





72.00

81 BJ-04

Non-C

RN

MD

R

37.9

00

BR:M

DR:B

BV009:3

6.3

61

24-0

3-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

B B

agevadi

B B

agevadi

Krishna (

Alm

att

i Backw

ate

rs)

2005

Alm

att

i

8.50 7.50

PSC I

Girder

12 42.00 504.00 Pile

16.3

5944

75.8

9868


• Honey combing observed in Cross

Girders in Few spans



repaired

• Cross Girders shall be grouted (with

Epoxy grout, Gunitting)


side slopes


required.


repaired


provided


76.50

82 BJ-05

Non-C

RN

MD

R

7.5

00

BBV012007729

11-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

B B

agevadi

B B

agevadi

Nalla

2010

K S

ala

wadagi

5.00 4.00

RC S

lab

12 5.00 60.00 Open

16.6

1668

76.1

0197



• Bridge Cum Barrage



• Structure narrow check if widening is

required as per traffic.

73.04

83 BJ-06

CRN

SH

12

16.5

00

BR:S

H12:B

JP4:1

6.9

25

08-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Bijapur

Bijapur

Dona

2003

Tora

vi

12.007.50 +

FP

RC G

irder

5 21.30 106.50 Pile

16.9

9874

75.9

9030



• Slight Leaching / Spalling observed on

the cantilever portion of the slab on both

sides.


debris

• Railings Slightly Damaged


debris.

• The Cantilever Slab have to be

rehabilitated wherever required (by

Shortcrete / Guniting / Grouting)

• Expansion Joint to be replaced /

repaired


debris







71.10

P2 - 21 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



84 BJ-07

CRN

SH

12

31.0

00

BR:S

H12:B

JP4:3

1.3

65

08-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Bijapur

Bijapur

Dona

1973

Honaw

ad

8.20 7.20

RC B

ox C

antile

ver

3 + 233.00 +

9.00117.00 Well

16.8

1810

75.4

6280

• The Entire super structure was

rehabilitated in year 2014, earlier to this

the existing condition was as follows

(The rehabilitation measures carried out

is for a strengthening the super

structure for short period only)

• Severe spalling and bending and shear

cracks, bulging in the external side walls

of spans S1, S2, S4 and S5.

• All Expansion joints damaged.

• Bearings damaged.

• Settlement in the super structure of

spans S2 and S4.

• Dirt walls of both abutments divided

into pieces.

• All piers and pier caps damaged.

• Vegetation from the expansion joints

of Box girder.

• Drainage spouts without gratings

ended at edge of curb

• The rehabilitation measures carried

out is for a strengthening the super

structure for short period only

• The Bridge shall be reconstructed

on alternate alignment

49.00

85 BJ-08

CRN

SH

34

312.9

00

BR:S

H34:B

JP201:3

14.3

4

08-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Bijapur

Bijapur

Nalla

1985

Nagath

an

8.20 7.20

RC S

lab

8 8.50 68.00 Open

16.9

2114

75.8

3252


sides in all spans.



• Parapet damaged


• Approaches on curve

• The slab soffit to be rehabilitated by

grouting / guniting in all spans


side slopes

• Parapet to be reconstructed.





provided

• Check if the Bridge can be

widened on both sides to 12.0m

width.

61.58

86 BJ-09

CRN

SH

34

347.9

00

BR:S

H34:B

JP201:3

49.7

25

20-0

3-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Bijapur

Bijapur

Dona

1962

Sara

wad

7.50 6.50

RC G

irder

8 13.90 111.20 Open

16.7

1111

75.6

2930

• Longitudinal Girders soffit recently

rehabilitated / repaired

• Cross Girders soffit recently

rehabilitated / repaired





existence

• Brick masonry parapet slightly

damaged



sides.



requirement.







provided





• Alternate Option: Replace entire

super structure to 8.50m overall

width by retaining the sub-

structure.

49.46

87 BJ-10

Non-C

RN

MD

R

9.5

00

BJP

007009357

13-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Bijapur

Bijapur

Nalla

1985

Ukum

anal

8.40 7.40

RC S

lab

22 5.50 121.00 Open16.7

7989

75.8

1513

• Severe Spalling / Reinforcement

exposed in slab soffit at edges

• Cut water / Easewater cracked and

concrete spalling form pier

• concrete spalling form Abutment

• Severe Spalling / Reinforcement

exposed in Abutment cap / pier cap


waterway


places

• Railings to be repaired /

Reconstructed.

• Slab soffit to be strengthened (by

grouting, gunitting, shortcrete etc.)

• Pier cap, abutment cap to be

strengthened (by grouting, gunitting,

shortcrete etc.)

• Pier and abutment to be strengthened

(by grouting, gunitting, shortcrete etc.)





• Wearing coat to be repaired

56.63

P2 - 22 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



88 BJ-11

Non-C

RN

MD

R

10.5

00

BJP

016010301

09-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Bijapur

Bijapur

Dona

2013

Btw

Tora

vi /

Tajp

ur

(Kanam

uchanal)

12.007.50 +

FP

RC S

lab

6 12.70 76.20 Open

16.7

4528

75.6

1422

• Structure recently constructed



93.55

89 BJ-12

Non-C

RN

MD

R

10.2

00

BJP

078010143

09-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Bijapur

Bijapur

Nalla

1985

btw

Kodabagi /

Taja

pur

8.50 7.50

RC S

lab

7 10.80 75.60 Open

16.5

0298

75.5

7061

• Spalling / Honey combing in slab soffit

at edges


waterway


places

• Railings fully damaged

• Slab soffit to be strengthened (by

grouting, gunitting, shortcrete etc.)



• Railings to be reconstructed




62.20

90 BJ-13

Non-C

RN

MD

R

5.8

00

BJP

092005796

07-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Bijapur

Bijapur

Nalla

2010

Near

Manchanal Rly

stn

.

8.50 7.50

RC S

lab

7 8.40 58.80 Open

16.9

7527

75.8

1826

• Recently constructed.

• Slight honey combing observed at

edges


waterway

• Grating on drainage spout missing

• Structure to be retained with routine

repairs


• Silt / thorny bushes to be removed

form waterway


77.48

91 BJ-14

CRN

SH

34

253.5

00

BR:S

H34:I

ND

12:2

54.1

8

06-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Indi

Indi

Nalla

1980

Mars

analli /

Vib

hutihalli

8.00 7.00

RC S

lab

15 5.00 75.00 Open

17.0

9827

76.1

6838

• Around 6 to 7 spans in-accessible,

entire span filled with silt upto slab

bottom.


sides in all spans.





• The Silt in the entire waterway to be

removed upto bed level.




side slopes





provided

55.35

P2 - 23 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



92 BJ-15

CRN

SH

34

261.0

50

BR:S

H34:I

ND

12:2

62.0

15

06-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Indi

Indi

Nalla

1980

Naad (

BK)

8.50 7.50

RC S

lab

26 5.30 137.80 Open

17.1

1971

76.0

9951


on both sides in all spans.








• Pier cap to be grouted


as per requirement.


side slopes





provided

54.84

93 BJ-16

CRN

SH

34

57.8

50

BR:S

H34:I

ND

12:2

90.7

25

06-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Indi

Indi

Nalla

1990

Rugi

8.40 7.40

RC S

lab

10 5.80 58.00 Open

17.0

8684

75.9

6775


sides in all spans.





Spalling of Pier cap in piers observed





as per requirement.


side slopes





provided


59.54

94 BJ-17

CRN

SH

34

303.9

00

BR:S

H34:I

ND

12:3

05.3

05

07-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Indi

Indi

Nalla

2005

Ath

arg

a

12.007.50 +

FP

RC B

ox

13 6.00 78.00 Open

16.9

8289

75.8

8281


• Slight Honey combing in mid walls


• Mid walls shall be plastered / grouted


side slopes


• Drainage spouts to be cleaned

71.65

95 BJ-18

CRN

SH

41

11.9

50

BR:S

H41:I

ND

2:1

2.1

2

04-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Indi

Indi

Bore

e r

ivie

r

1956

Chadchan

7.50 6.80

RC S

lab

28 7.00 196.00 Open

17.3

1165

75.6

6580


sides in all spans.



• RC Railings slightly damaged







as per requirement.


side slopes





provided


• Bridge in Town Limits, Widening

not feasible, Propose New High level

Bridge adjacent to existing Bridge

with Footpath

48.57

P2 - 24 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



96 BJ-19

CRN

SH

41

2.1

00

BR:S

H41:I

ND

2:2

.095

22-0

3-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Indi

Indi

Shirnandagi

1988

Shiradon

8.50 7.50

RC G

irder

8 13.00 104.00 Open

17.3

7302

75.6

0148

• Honey combing / Light spalling of

concrete observed in the Longitudinal

Girders.

• Severe spalling, Reinforcement

exposed and corroded in Slab between

Girders in Span 2.

• Leaching observed on the cantilever


• Expansion joints damaged






required.

• The Slab / Girders have to be

rehabilitated wherever required (by

Shortcrete / Guniting / Grouting / Micro

concrete)


with epoxy grouting.




provided


provided

64.80

97 BJ-20

CRN

SH

41

67.6

00

BR:S

H41:I

ND

2:6

8.9

27

23-0

3-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Indi

Indi

Tam

ba n

ala

1995

Kanaknagar

8.50 7.50

RC G

irder

14 11.80 165.20 Open

16.9

9874

75.9

9030





sides.


debris



debris.










provided







68.65

98 BJ-21

Non-C

RN

MD

R

10.8

00

IND

206010754

04-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Indi

Indi

Shirnandagi

2000

Niv

arg

i

5.00 4.00

RC S

lab

17 5.00 85.00 Open

17.3

9891

75.6

6815





• Pipe line on RHS of the Bridge


• Structure narrow check if widening is

required as per traffic.

72.30

99 BJ-22

Non-C

RN

MD

R

1.0

00

IND

207001002

07-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Indi

Indi

Nalla

2010

Near

Ath

arg

a

5.00 4.00

RC S

lab

15 5.00 75.00 Open

16.9

7966

75.8

8921






• Structure narrow check if

widening is required as per traffic.

81.24

P2 - 25 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



100 BJ-23

Non-C

RN

MD

R

10.5

00

MD

D055010718

13-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Muddebih

al

Muddebih

al

Tributa

ry t

o K

rishna

2014

Near

Bala

batt

i

8.50 7.50

RC G

irder

5 17.00 85.00 Open

16.3

2256

75.9

7679

• Recently Constructed




debris.

• The Girders have to be Gunited /

Grouted at honey comb locations



89.62

101 BJ-24

Non-C

RN

SH

60

15.5

00

BR:S

H60:M

DD

003:1

5.5

80

26-0

3-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Muddebih

al

Muddebih

al

Krishna

1985

Yem

mih

att

i

11.007.60 +

FP

PSC I

Girder

31 24.50 759.50 Well

16.1

9435

76.0

9768


• Leaching observed on the cantilever


• Cracks observed at junction of Main

girder and Cross girder at few places,

Honey combing observed in few Cross

girders


in few spans in Precast Cantilever slab

• Drainage spouts to be replaced /

repaired, outlet pipes missing


• Expansion Joint non functional, fully

blocked by bitumen

• Pitching in front of abutment and in

side slopes slightly eroded / displaced.

• Existing Water pipe line running on

LHS Footpath, Water Leaking at valves

• Cantilever portion of Slab to be

grouted with epoxy

• Cross girders at junction of Main girder

to be grouted with epoxy grout

• Bearings to be Greased / repaired.

• Railings shall be repaired / replaced

wherever required.

• Expansion Joint to be replaced


provided with proper outlet

• Stone pitching in front of abutment

and side slopes shall be re-instated

• Wearing Course shall be provided if

required.65.49

102 BJ-25

Non-C

RN

SH

60

47.8

00

MD

D003047800

12-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Muddebih

al

Muddebih

al

Tributa

ry t

o D

ona

1985

Mukih

al

8.00 7.00

Hum

e p

ipe (

Causew

ay)

4 0.75 dia 55.00 Open

16.4

4203

76.2

7934

• Causeway, HFL around 2.50m above

road level during rainy season

• The road gets blocked for 1 or 2 days

• Road surface fully worn-out

• Scour of around 1.0m on down stream

side

• Propose New High level Bridge

20.84

103 BJ-26

Non-C

RN

SH

60

52.4

00

MD

D003052400

12-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Muddebih

al

Muddebih

al

Dona

1985

Talikota

7.50 6.50

RC B

ox (

Causew

ay)

7 1.50 150.00 Open

16.4

7184

76.3

0535

• Causeway, overflows by around 2.50m

above road level during rainy season

• The road gets blocked for 1 or 2 days

• Road surface fully worn-out

• Scour of around 1.0m on downstream

side

• Severe honey combing observed in

Box structure

• Vegetative growth in water way

• Propose New High level Bridge

46.99

P2 - 26 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



104 BJ-27

Non-C

RN

MD

R

50.6

00

MD

D50600

12-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Muddebih

al

Muddebih

al

Tributa

ry t

o D

ona

1990

Mukih

al

8.40 7.40

RC G

irder

7 11.90 83.30 Open

16.4

4193

76.2

7203





sides.


debris



debris.

• Road Taken up for Improvement

by KRDCL










provided







62.95

105 BJ-28

CRN

SH

16

13.5

00

BR:S

H16:S

ND

2:1

3.8

95

05-0

4-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Sin

dgi

Sin

dgi

Nalla

1985

Yankanchi

8.50 7.50

RC S

lab

13 7.00 91.00 Open

16.8

6684

76.3

4123


sides in all spans.





• The edges of slab to be rehabilitated

by grouting / guniting in all spans


side slopes


required.





provided

63.21

106 BJ-29

CRN

SH

34

232.5

00

BR:S

H34:S

ND

201:2

33.7

1

06-0

2-2

018

Nort

h

Belg

aum

Bijapur

Bijapur

Sin

dgi

Sin

dgi

Bheem

a

1970

Afz

alp

ur

8.20 7.20

RC A

rch

21 20.60 432.60 Open

17.1

7000

76.3

2680


wall location.


Pier location.

• Railing damaged


• Drainage spouts / Outlet clogged





• Railing shall be repaired wherever

required.












57.88

107 BJ-30

CRN

SH

124

112.0

00

BR:S

H124:A

FZ62:1

11.8

1

05-0

4-2

018

Nort

h E

ast

Gulb

arg

a

Gulb

arg

a

Gulb

arg

a

Afz

alp

ur

Afz

alp

ur

Bheem

a

1990

Gatt

ara

gi

8.00 7.00

RC S

lab

110 3.00 330.00 Open

17.0

8850

76.4

1050

• Bridge cum Barrage over Bhima River



• RC Railings slightly damaged


• Road surface to be repaired.



provided

66.56

P2 - 27 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



108 Ra-01

CRN

SH

15

294.8

00

BR:S

H15:D

EV1:2

89.9

35

27-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Devadurg

a

Devadurg

a

Tributa

ry t

o K

rishna

2002

Sunkeshw

ara

hal

8.50 7.50

RC G

irder

5 12.30 61.50 Open

16.3

2065

77.1

0434



• Spalling, reinforcement exposed at

cantilever portion in 2 spans

• Spalling of Concrete, reinf. Exposed at

support location in main girders in 2

spans


debris


debris for entire waterway


• Cantilever slab, Girder shall be

rehabilitated as required (by Shortcrete

/ Grouting / Guniting)


repaired


debris


side slopes




72.04

109 Ra-02

CRN

SH

61

145.6

00

BR:S

H61:D

EV201:1

45.2

46

27-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Devadurg

a

Devadurg

a

Tributa

ry t

o K

rishna

2015

Navilgudda

12.007.50 +

FP

PSC I

Girder

4 32.00 128.00 Open

16.3

9085

76.8

4056

• Recently constructed, constructed

under KSHIP-II

• Drainage spouts clogged

• Vegetative growth on side slopes

• Structure retained with routine

maintenance


repaired


debris

• Vegetative growth to be cleared.

95.08

110 Ra-03

Non-C

RN

SH

128

1.6

00

DEV202001655

27-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Devadurg

a

Devadurg

a

Tributa

ry t

o K

rishna

2017

Am

rapur

12.00 11.00

RC B

ox

18 4.20 75.60 Raft

16.3

7314

76.8

3756





side slopes

94.26

111 Ra-04

CRN

SH

129

52.0

00

BR:S

H129:L

IN36:5

2.1

65

29-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Lin

gsugur

Lin

gsugur

Maski H

alla

2000

Ram

atn

al

8.00 7.00

MCPC

25 3.00m Dia 89.40 Raft

15.8

9487

76.3

0276


observed at bottom in the Pipes

• Vents slightly silted

• Scoured at central pipes

• Floor protection works slightly

damaged.

• Road surface worned out.







• Grouting of joints to be done

• New wearing coat shall be provided

64.02

P2 - 28 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



112 Ra-05

CRN

SH

41

186.4

00

BR:S

H41:L

IN5:1

86.6

11

21-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Lin

gsugur

Lin

gsugur

Tributa

ry t

o K

rishna

1980

Sunkal

7.30 6.30

RC S

lab

12 5.20 62.40 Open

16.2

0848

76.4

0382

• Structure Narrow.

• Slight Honey combing, spalling

observed at soffit in few slabs

• Clear vent height less

• Guard posts fully damaged

• Expansion joint damaged.


• Vegetative growth blocking vents

• Slab to be rehabilitated (by Shortcrete

/ Gunitting / Grouting)

• Guard posts / Railings to be provided

• Expansion joint to be provided


• Vegetative growth to be cleared

Widening not feasible, retain the

Bridge with repairs or propose for

Reconstruction by increasing the

vent Height.

55.56

113 Ra-06

CRN

SH

41

177.0

00

BR:S

H41:M

DD

1:1

78.5

03

03-1

0-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Lin

gsugur

Lin

gsugur

Krishna

2007

Nary

anapura

dam

12.007.50 +

FP

RC G

irder

63 18.65 1174.95 Open

16.2

2536

76.3

4969

• Structure in good condition, recently

constructed

• U/S side Basavasagara Dam


• Expansion joint filled with dust


• Side slope pitching eroded


• Structure retained with routine repairs


repaired


debris


• Side slope pitching to be reinstated.


87.78

114 Ra-07

Non-C

RN

MD

R

5.2

00

LIN

006005442

28-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Lin

gsugur

Lin

gsugur

Tributa

ry t

o K

rishna

1960

Hatt

i

6.50 5.50

SM

Arc

h

22 2.35 51.70 Open

16.2

0627

76.6

1927

• Structure narrow, old structure

• Vegetative Growth at Pier / Spandrel

wall location.


Pier location.

• Pointing in arch eroded

• Scour of 0.50m at pier location.



• The Arch / Spandrel wall shall be

sealed with Cement Grout at cracks and

then it shall be plastered wherever

required.


pier / Spandrel wall location



• The piers shall be strengthened at bed

level.



• Guard posts shall be provided



Widening not Feasible, Propose for

Reconstruction for 8.50m wide or

retain the structure by

strengthening the structure.

44.30

115 Ra-08

Non-C

RN

MD

R

1.2

00

LIN

012001300

28-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Lin

gsugur

Lin

gsugur

Tributa

ry t

o K

rishna

2000

Benchald

oddi

8.50 7.50

RC S

lab

10 6.60 66.00 Open

16.2

7871

76.6

4618


• Slight Honey combing observed at

soffit in few slabs


• Vegetative growth on pier cap location.



• Drainage spouts blocked

• Slab to be rehabilitated at edges




• Vegetative growth to be cleared on

pier cap and in waterway.


repaired.

71.53

P2 - 29 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



116 Ra-09

Non-C

RN

MD

R

6.5

00

LIN

017006846

03-1

0-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Lin

gsugur

Lin

gsugur

Krishna

1985

Jala

durg

a

8.50 7.50

RC G

irder

8 19.50 156.00 Open

16.2

4741

76.4

2741

• Slight spalling of concrete / Honey

combing of concrete observed in the

Longitudinal Girders



sides.


debris


• RC railings damaged

• Thick Vegetative growth at end spans.


• The Cantilever slab / Girders have to

be rehabilitated wherever required (by

Shortcrete / Guniting / Grouting / Micro

concrete)







provided


side slopes and at end spans

• Railings to be replaced

• Wearing Coat to be re-laid

60.57

117 Ra-10

Non-C

RN

SH

29

11.0

00

LIN

003011081

28-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Lin

gsugur

Lin

gsugur

Maski H

alla

2014

Nagala

pura

12.007.50 +

FP

PSC I

Girder

3 + 232.00 +

31.50159.00 Open

15.9

3249

76.4

3813

• Recently constructed, constructed

under KSHIP-II


• Footpath slabs slightly damaged


maintenance


repaired


debris

• Footpath slabs to be repaired /

replaced.

• Vegetative growth to be cleared. 94.61

118 Ra-11

CRN

SH

20

46.6

00

BR:S

H20:M

AN

1_B:4

6.6

77

22-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Manvi

Manvi

Tributa

ry t

o K

rishna

2002

Mala

t

8.50 7.50

RC S

lab

8 10.04 80.32 Open

16.1

3988

76.9

3368


constructed under KSHIP-1 Project

• Super structure replaced by retaining

the Steel Girders and SSM Sub-

structure.

• Expansion joint fully covered





• Retain with routine repairs.


• Expansion joint to be cleaned /

repaired





repaired. 72.99

119 Ra-12

CRN

SH

23

18.0

00

BR:S

H23:M

AN

2:1

8.3

5

24-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Manvi

Manvi

Tributa

ry t

o T

ungabhadra

2002

Kurd

i

12.00 11.00

RC G

irder

4 15.60 62.40 Open

16.0

8491

77.1

6253


constructed under KSHIP-I






maintenance


repaired


debris





73.51

P2 - 30 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



120 Ra-13

CRN

SH

23

22.2

00

BR:S

H23:M

AN

2:2

2.5

55

24-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Manvi

Manvi

Tributa

ry t

o T

ungabhadra

2002

Kapgal

12.00 11.00

RC G

irder

4 15.60 62.40 Open

16.0

5268

77.1

4600



• Spalling, reinf exposed in Main Girders

at 4 to 5 locations





• Girders to be grouted at 4 to 5

locations using Epoxy / cement Grout


repaired


debris





73.22

121 Ra-14

CRN

SH

23

41.8

00

BR:S

H23:M

AN

2:4

2.2

67

26-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Manvi

Manvi

Tributa

ry t

o T

ungabhadra

2002

Nasala

pur

12.007.50 +

FP

RC G

irder

7 15.60 109.20 Open

15.9

8860

76.9

9501




• Outlet pipes to be provided






repaired


debris




• Road surface to be repaired. 73.46

122 Ra-15

CRN

SH

23

56.4

00

BR:S

H23:M

AN

2:5

6.4

87

26-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Manvi

Manvi

Poth

nal N

alla

2002

Poth

nal

12.007.50 +

FP

RC G

irder

14 15.60 218.40 Open

15.9

2098

76.8

8696




• Outlet pipes to be provided






repaired


debris




• Road surface to be repaired. 73.45

123 Ra-16

CRN

SH

61

223.2

00

BR:S

H61:M

AN

202:2

23.4

04

24-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Manvi

Manvi

Nalla

1970

Gork

al

7.00 6.00

SM

Arc

h

43 2.70 116.10 Open

16.0

1071

77.1

6648

• Structure narrow, old structure


wall location.


Pier location.

• Pointing in arch eroded

• Scour of 0.50m at pier location.


• The Arch / Spandral wall shall be



required.





• The piers shall be strengthened at bed

level.



• Guard posts shall be provided



Widening not Feasible, Propose for

Reconstruction for 12.00m wide or

retain the structure by

strengthening the structure.

51.99

P2 - 31 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



124 Ra-17

Non-C

RN

SH

128

48.8

00

MAN

204049125

26-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Manvi

Manvi

Nalla

1985

Bagalw

ad

6.00 5.00

HP (

Causew

ay)

13 0.90m Dia 80.00 Open

16.0

4124

76.8

9528

• Causeway, HFL around 0.90m above

road level

• NP2 pipes cracked

• SSM Headwall damaged

• Scour of 0.60m on d/s side


• Road surface fully worned out.

• Proposed for Reconstruction

• High Level Bridge of 60.0m span

for 12.0m wide

24.78

125 Ra-18

CRN

SH

127

189.0

00

BR:S

H127:R

AI2

02:1

95.7

29

23-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Raic

hur

Raic

hur

Tributa

ry t

o T

ungabhadra

1980

Upra

l

7.50 6.50 HP 55 0.90m Dia 76.50 Raft

16.0

4136

77.3

6266

• NP2 Pipes.


pipes



around 10 pipes

• around 20 to 30 pipes 50% silted



• Submersible Bridge, Over flows by

around 0.90m during rainy season.


side slopes and in waterway




• Guard posts shall be repaired

wherever required.



Headwall.

As an Alternative propose High level

Bridge of 80m length by increasing

the vent Height.

50.49

126 Ra-19

CRN

SH

127

193.4

00

BR:S

H127:R

AI2

02:2

00.7

04

23-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Raic

hur

Raic

hur

Tributa

ry t

o K

rishna

2010

Gunjh

alli (J

unction w

ith N

H 1

67)

8.50 7.50

RC S

lab

7 10.50 73.50 Open

16.0

4115

77.4

0717
















repaired.

85.58

127 Ra-20

CRN

SH

61

250.0

00

BR:S

H61:R

AI2

01:2

49.6

06

23-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Raic

hur

Raic

hur

Tributa

ry t

o K

rishna

2010

Gille

sugur

12.00 11.00

RC S

lab

7 10.50 73.50 Open

15.9

7425

77.3

6255
















repaired.

85.74

P2 - 32 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



128 Ra-21

Non-C

RN

SH

128

77.2

00

SIN

202077290

25-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Sin

dhanur

Sin

dhanur

Poth

nal N

alla

2000

Hulg

unchi

8.00 8.00

MCPC

45 2.50m dia 134.50 Raft

15.8

7259

77.0

0177




• Vents slightly silted

• Scoured at central pipes










wherever required.



64.07

129 Ra-22

Non-C

RN

SH

128

90.0

00

SIN

202090200

25-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Sin

dhanur

Sin

dhanur

Tributa

ry t

o T

ungabhadra

1985

Hedagin

al

8.00 7.00

MCPC

28 2.00m dia 69.50 Raft

15.7

9936

76.9

7165




• Vents 50% silted


• Road surface worned out.


at end spans










wherever required.

• New wearing coat to be provided


57.44

130 Ra-23

Non-C

RN

SH

128

104.2

00

SIN

202104315

25-0

8-2

018

Nort

h E

ast

Gulb

arg

a

Raic

hur

Raic

hur

Sin

dhanur

Sin

dhanur

Sin

dhanur

Halla

1980

Ala

banur

7.50 6.50

MCPC

32 2.85m Dia 103.60 Raft

15.7

6085

76.8

6586




pipes



around 10 pipes

• around 10 pipes slightly silted



• SSM Return wall cracked

• Submersible Bridge, Overflows by

around 0.50m

• Propose High level Bridge of 120m

length by increasing the vent

Height.

If Repaired / Retained

• The Pipes shall be rehabilitated fully /









wherever required.


• Returnwall to be reconstructed.

32.84

131 Ya-01

CRN

SH

149

22.0

00

BR:S

H149:C

TR202_A:1

9.7

45

09-0

8-2

018

Nort

h

Gulb

arg

a

Sedam

Gulb

arg

a

Chitapur

Chitapur

Bheem

a

2008

Sonth

i

8.50 7.50

RC S

lab

73 9.00 657.00 Open

16.8

3102

76.9

2902




• Wearing coat slightly damaged





83.59

P2 - 33 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



132 Ya-02

Non-C

RN

MD

R

8.0

00

SED

044008000

10-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Sedam

Sedam

Nalla

2016

Rajo

lla(K

)

6.50 5.50

RC S

lab

6 8.90 53.40 Open

17.1

0467

77.4

0870





• Retained with routine repairs



91.43

133 Ya-03

Non-C

RN

MD

R

11.4

00

SED

007011800

10-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Sedam

Sedam

Tributa

ry t

o K

rishna

1960

Malk

ed

8.00 7.00

SM

Arc

h

20 5.00 80.00 Open

17.1

8883

77.1

6111

• Structure in Good condition


wall location.


Pier location.

• Stone Railing damaged

• Road surface worn out





• Stone Railing shall be repaired

wherever required.



• The Arch / Spandral wall shall be



required.



As alternative, New 2 Lane Bridge

(for a total length of around 80m)

may be provided adjacent to the

existing Bridge.

49.23

134 Ya-04

Non-C

RN

MD

R

1.2

00

SED

010001350

10-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Sedam

Sedam

Kagin

a

2013

Sangavi

5.00 4.00

RC S

lab

30 5.30 159.00 Open

17.2

0904

77.1

6315


• Structure in good condition, newly

constructed





83.55

135 Ya-05

Non-C

RN

MD

R

29.0

00

SED

010029585

10-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Sedam

Sedam

Kagin

a

2008

Lohada

5.00 4.00

RC S

lab

70 3.00 210.00 Open

17.2

2136

77.3

7120


• Structure in good condition, newly

constructed





83.64

P2 - 34 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



136 Ya-06

CRN

SH

127

101.2

00

BR:S

H127:S

HA203:1

01.6

75

22-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Shahpur

Shahpur

Krishna

2008

Googal

9.50

7.50 +

1.50

FP RC S

lab

80 10.00 800.00 Open

16.4

7787

77.1

4669









83.66

137 Ya-07

CRN

SH

127

84.0

00

BR:S

H127:S

HA203:9

0.0

8

22-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Shahpur

Shahpur

Bheem

a

2003

Gudur

8.50 6.50

RC S

lab

176 3.00 528.00 Open

16.4

8752

77.2

3471









73.27

138 Ya-08

CRN

SH

16

44.6

00

BR:S

H16:S

RP3:4

4.6

6

08-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Shora

pur

Shora

pur

Tributa

ry t

o B

him

a

1970

Hadanuru

8.00 7.00

RC S

lab +

SM

Arc

h

18 + 9 3.90 105.30 Open

16.7

3540

76.5

4429

• 18 spans RC Slab + 9 spans SM Arch

• Slight spalling of concrete at edges in

soffit of slab

• Reinforcement slightly exposed at

edges.

• Arch Pointing Eroded slightly at few

places.




• Parapet slightly damaged.

• The slab soffit at edges to be


• pointing in arch to done using cement

grout




side slopes





58.93

139 Ya-09

Non-C

RN

MD

R

11.0

00

SRP029011066

08-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Shora

pur

Shora

pur

Tributa

ry t

o K

rishna

2011

Kachanoor

8.50 7.50

RC S

lab

5 11.10 55.50 Open

16.5

2747

76.5

8981






• Grating, outlet pipe to be provided.


side slopes







83.37

P2 - 35 of 36


CRN /

Non-

CRNS

H /

MD

R

nu

mb

er

PW

D K

m

Ch

ain

ag

e

Brid

ge I

D

Date

of

In

sp

ecti

on

Zo

ne

Cir

cle

Div

isio

n

Dis

tric

t

Talu

k

Su

b-

div

isio

n

Nam

e o

f

Riv

er

Year of

Const.

Nearb

y

Pla

ce

OW

(m)

CW

(m)

Type of

Str.

Total

No.of

Spans

(No)

Span

Length

(m)

Overall

length of

Bridge

(m)

Type of



Proposal

Overall

BCIPhotoSl. No



140 Ya-10

Non-C

RN

MD

R

28.0

00

SRP013027238

08-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Shora

pur

Shora

pur

Tributa

ry t

o K

rishna

2009

Manglo

or

8.50 7.50

RC G

irder

11 10.00 110.00 Open

16.5

5187

76.6

4041




edges.


condition


debris


debris (end spans)



replaced


debris, grating, out-let pipe to be

provided.


side slopes





required.

81.28

141 Ya-11

Non-C

RN

MD

R

30.0

00

SRP045030257

21-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Shora

pur

Shora

pur

Dona

2003

Tangadbail

5.50 4.50

RC S

lab

15 9.30 139.50 Open

16.2

9112

76.4

2801



• Slight Honey combing, spalling

observed at soffit in few slabs





• Slab to be rehabilitated (by Shortcrete

/ Guniting / Grouting)





• If required, the structure may be

widened.

69.12

142 Ya-12

CRN

SH

127

52.4

00

BR:S

H127:Y

DG

204:5

8.5

31

09-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Yadgir

Yadgir

Tributa

ry t

o G

hata

pra

bha

1975

Nandepalli

7.00 6.00

MCPC

80 1.60 167.50 Raft

16.6

9015

77.3

8733




pipes



around 10 pipes

• around 30 to 40 pipes 50% silted














wherever required.



returnwall

As an Alternative propose High level

Bridge of 160m length by increasing

the vent Height.

54.22

143 Ya-13

CRN

SH

15

207.2

00

BR:S

H15:Y

DG

1:2

07.1

08

09-0

8-2

018

Nort

h

Gulb

arg

a

Yadgir

Yadgir

Yadgir

Yadgir

Tributa

ry t

o B

him

a

2003

Yadgir

8.50 7.50

RC G

irder

5 12.50 62.50 Open

16.7

7509

77.1

3451





edges.


condition


debris


debris for entire waterway

• Grating of Drainage spouts damaged.3

• No access to underneath of Bridge due

to thick thorny bushes all around the

Bridge.


repaired


debris


side slopes




P2 - 36 of 36

summary of major bridges inspected - phase ii (year 2018-19)

Documents