span carriage way · 2017-12-18 · bar bending schedule of left abutment bar bending schedule of...

CONSTRUCTION OF BARAREY BAILEY BRIDGE ON NICHULA GC ROAD,SARPANG REGIONAL OFFICE

NOVEMBER, 2017 DATE

DRS 120 ft 3.227m

DETAIL DESIGN DRAWINGS

SPAN CARRIAGE WAY

SHEET CONTENTS :

DRAWING LIST

REVISION DATE DRAWING NO.

SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

BB-DL-01

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)

TSHEWANG RINZIN (E)REVISED

BAILEY TYPE STEEL TRUSS BARAREY BRIDGE

[DSR 120 FT SPAN & 3.277 m CARRIAGEWAY]

On Nichula GC Road

under Sarpang Regional Office

ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement

Department of Roads, Bridge DivisionThimphu, Bhutan

Nov., 2017

REBAR CODES & SHAPE DETAILS

BB-GN-02

7

6

5

4

3

BB-DL-01DRAWING LIST2

COVER PAGE1

DRAWING NUMBERDESCRIPTION SL

GENERAL NOTES

DRAWING LIST

8

GENERAL ELEVATION 01

14

13

12

11

10

9

15

16

GENERAL PLAN 01

GENERAL PLAN 02

REINFORCEMENT DETAILS OF RIGHT ABUTMENT

17

REINFORCEMENT VIEW "1-1" & ANCHORAGE PLAN OF THE RIGHT ABUTMENT

BAR BENDING SCHEDULE OF LEFT ABUTMENT


FOOTING PLAN & SIDE ELEVATION OF LEFT ABUTMENT

REINFORCEMENT DETAILS OF THE LEFT ABUTMENT

FRONT REINFORCEMENT DETAILS, VIEW "G-G" & VIEW "F-F" OF LEFT THE ABUTMENT

SECTION & REINFORCEMENT DETAILS OF LEFT RETURN WALL

FOOTING PLAN, BEARING PLAN & SIDE ELEVATION OF RIGHT ELEVATION

BB-RCSD-03

BB-GP01-04

BB-GP02-05

BB-GE01-06

BB-GE02-07

BB-ABT-08

BB-ABT-09

BB-ABT-10

BB-ABT-11

BB-ABT-12

BB-ABT-13

BB-ABT-14

BB-ABT-15

BB-ABT-16

18

19

20

21

BAR BENDING SCHEDULE OF LEFT ABUTMENT

BAR BENDING SCHEDULE OF LEFT RETURN WALL

BAR BENDING SCHEDULE OF RIGHT ABUTMENT

BB-ABT-17

BB-ABT-18

BB-ABT-19

BB-ABT-20

22

23

RRM WALL OF BOTH THE ABUTMENTS BB-ABT-21

BB-ABT-22

FRONT ELEVATION & SECTION "A-A" OF LEFT ABUTMENT

GABION WALL OF BOTH THE ABUTMENTS

REINFORCEMENT SECTION & PLAN OF LEFT RETURN WALL

GENERAL NOTES FOR RCC CONSTRUCTION WORK

A. GENERAL

1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL

RELEVANT DRAWING PERTAINING TO THE BRIDGE.

2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS IN MILLIMETER (mm) AND

ALL LEVELS ARE IN METER (m). DIMENSIONS ARE NOT TO BE SCALED AND ONLY

WRITTEN DIMENSION ARE TO BE FOLLOWED.

3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGES, REDUCED LEVELS,

COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. INCASE

OF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO NOTICE OF

THE ENGINEER.

4. ABUTMENTS OF THE BRIDGE IS DESIGNED AS PER IRC - 21 & IS 456 USING MIDAS CIVIL.

5. LOADING: CLASS 24R AS PER IRC.

B. CONCRETE

UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWINGS OR DIRECTED

BY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER THE RELATED SECTION

OF CONTRACT DOCUMENT PARTLY REPRODUCED AS BELOW:

APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH IN CUBE

(28 DAYS) IN MPa

REINFORCED CONCRETE (RCC)

FOOTING SLAB, ABUTMENT & RETURN WALL. M25

PLAIN CEMENT CONCRETE (PCC)

FOR LEVELING. M10

*** UNLESS OTHERWISE MENTIONED IN THE SPECIFICATION,

THE TRIAL MIX DESIGN STRENGTH SHALL BE 31.6 MPa.

C. REINFORCEMENT

1. ALL REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH

DEFORMED BARS (MIN fy 500 MPa).

2. SCHEDULLING OF BAR IS DONE IN ACCORDANCE WITH ISO 4066:2000.

3. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO

AASHTO/2007. IF 50% OF REINFORCEMENT IS TO BE SPLICED PROVIDE

CLASS B AND FOR 100% SPLICING PROVIDE CLASS C AS SHOWN BELOW:

BAR DIA

mm

10 300

41212

73216

926

18

114420

1384

22

178725

224728

292732

4. CLEAR CONCRETE COVER TO REINFORCEMENT IS AS FOLLOW.

UNLESS OTHERWISE SPECIFIED BY ENGINEER,

THIS SHALL BE FOLLOWED THROUGHOUT THE CONSTRUCTION.

ABUTMENT (ALL SIDES) = 75 MM

(UP TO OUTER FACE OF MAIN REINFORCEMENT)

RETURN WALL (ALL SIDES) = 75MM

5. SPECIFICALLY MADE COVER BLOCKS OF SAME STRENGTH AS THAT

OF CONCRETE AND DIMENSION AS PROVIDED IN DRAWINGS SHALL BE

ONLY USED TO OBTAIN THE UNIFORMITY OF CLEAR COVER THROUGH

OUT THE CONSTRUCTION.

D. WATER

WATER TO BE USED IN THE CONCRETING AND CURING SHALL BE

PORTABLE WATER.

E. SUPERVISION

CONSTRUCTION WORK MUST BE SUPERVISED BY A COMPETENT

SUPERVISION ENGINEER.

374

538

957

1211

1495

1809

2337

2931

3828

DEV.

LENGTH, mm

SPLICE LENGTH, mm

CLASS ACLASS B

CLASS C

300

317

563

713

880

1064

1374

1724

2252

220

317

563

713

880

1064

1374

1724

2252

SHEET CONTENTS :

GENERAL NOTES


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

BB-GN-02

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

1

(ART. 5.10 AASHTO LRFD 2007)

REBAR

DESIGNATION

DIA, mm

AREA,

mm

2

UNIT WT.,

kg/m

REBAR TYPE

T10 10 79 0.617 IS : 1786 GRADE Fe 500

T12 12 113 0.888

TIE/STIRRUPS OTHER 90

0

135

0

90

0

180

0

T16 16 201 1.578

T10 40 60 60 75 120 65

T20 20 314 2.466

T12 48 72 72 75 144 65

T25 25 491 3.853

T16 64 96 96 96 192 65

T28 28 616 4.834

T20 - 120 240 120 240 80

T32 32 804 6.313

T25 - 150 300 150 300 100

T28 - 168 168 336 112

T32 - 256 192 384 128

1

ALL REINFORCEMENT SHALL BE COLD BEND

REBAR

DESIGNATION

BENDING DIAMETER

TIE/STIRRUPS

STANDARD HOOK EXTENSION, mm

OTHER

IS : 1786 GRADE Fe 500





TABLE 3 : STANDARD RE-BAR PROPERTIES

(UNIT WT. 0.00785 kg / mm² /m)


TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT

DETAILED LENGTH HOOK LENGTH

UNBEND HOOK LENGTH

OFFSET LENGTH

H

O

O

K

E

X

T

E

N

S

I

O

N

B

E

N

D

D

I

A

M

E

T

E

R

DETAILED LENGTH

UNBEND HOOK LENGTH

B

E

N

D

D

I

A

M

E

T

E

R

HO

OK

LE

NG

TH

HO

OK

E

XT

EN

.

1

2

BNED F + BAR F

DETAILED LENGTH

UNBEND HOOK LENGTH

B

E

N

D

D

I

A

M

E

T

E

R

1

2

BEND F + BAR F

OFFSET LENGTH

H

O

O

K

E

X

T

N

.

HOOK LENGTH

DETAILED LENGTH

UNBEND HOOK LENGTH

BEND DIAMETER

1

2

BEND F + BAR F

HOOK EXTENSION

HOOK LENGTH

OF

FS

ET

LE

NG

TH

BA

R D

IA

BA

R D

IA

BA

R D

IA

BA

R D

IA

45° HOOK

90° HOOK

135° HOOK

180° HOOK

REBAR HOOK SPECIFICATION

SHAPE CODE

SHPAE

00

a

11

b

Total Length :

a

a

Total Length :

r

a

b

d

c

51

Total Length :

2(a+b)+16d

21

b

a

c

Total Length :

a+b+c-r-2d

SHAPE CODE AS PER ISO 4066 : 2000

LEGEND :

r = BENDING RADIUS AS

PER TABLE 4

d = DIAMETER OF BAR

a/b/c/d = AS SHOWN

a+b - ½ r-d

NOTES

A. GENERAL

ALL THE DIMENSIONS ARE IN

MILLIMETER UNLESS

OTHERWISE SPECIFIED.

B. SHAPE CODE & BAR SHAPE

THE STANDARD SHAPE CODES AND

ITS METHOD OF MEASUREMENT

HAVE BEEN PREPARED AS PER

EUROPEAN STANDARD BS EN ISO

4006 : 2000.

BAR MARK

40-01-T20-150-BOTT.

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

T - HIGH YIELD DEFORMED BAR

Y - DEFORMED MS BAR

R - ROUND MS BAR

INDICATES BAR CUT POINT

SHEET CONTENTS :

DRAWING LIST


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

BB-RCSD-03

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

Station Coordinate ListStation No. Easting Northing Elevation

A 25000.000 50000.000 200.000

DP01

DP02

DP03

24988.323 49997.447 202.213

25010.914 50046.523 201.091

25020.177 49976.264 202.731

0.000

5.000

10.000

15.000

20.000

25.000

30.000

34.854

200

200

200

200

205

205

205

205

210

210

210

210

210

215

215

215

215

220

220

220

220

225

220

220

220

225225

225

225 225

225

E24950 E24950

E24975 E24975

E25000 E25000

E25025 E25025

E25050 E25050

N49925

N49925

N49950

N49950

N49975

N49975

N50000

N50000

N50025

N50025

N50050

N50050

BararayVillage

AllayVillage

DP01

DP02

DP03

Existing Suspension Bridge

120'

+ 2

.25'

' (B

eari

ng to

Bea

ring

)

FLOW DIRECTION FLOW DIRECTION

A

120

FT D

OU

BL

E S

ING

LE

RE

INFO

RC

ED

BA

ILE

Y T

YPE

ST

EE

L T

RU

SS B

RID

GE

BOULDER FILLING

GABION WALLGABION WALL

FILLING

RRM WALL

RRM WALL

FILLING

RIGHT ABUTMENT

LEFT ABUTMENT

10000

10000

SHEET CONTENTS :

GENERAL PLAN 01


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:500

BB-GP01-04

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

Station Coordinate List

0.000

5.000

10.000

15.000

20.000

25.000

30.000

34.854

200

205

210

210

215

215

220

225

220

220

BararayVillage

DP01

DP02

DP03

Existing Suspension Bridge

120'

+ 2

.25'

' (B

eari

ng to

Bea

ring

)

FLOW DIRECTION FLOW DIRECTION

A

120

FT D

OU

BL

E S

ING

LE

RE

INFO

RC

ED

BA

ILE

Y T

YPE

ST

EE

L T

RU

SS B

RID

GE

BOULDER FILLING

GABION WALLGABION WALL

FILLING

RRM WALL

RRM WALL

FILLING

RIGHT ABUTMENT

LEFT ABUTMENT

10000

10000

SHEET CONTENTS :

GENERAL PLAN 02


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:250

BB-GP02-05

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

Datum : 198.000

201.567

0.0

00

200.6

58

5.0

00

199.9

86

10.0

00

199.4

74

15.0

00

199.197

20.0

00

199.183

20.3

64

198.7

71

25.0

00

198.3

28

26.4

58

199.2

1426.6

27

201.423

26.7

45

202.5

93

26.7

60

203.2

25

30.0

00

204.0

03

34.8

54

Chainage

Elevation

LWL=199.183

HFL=201.567

CH

:32.

139

CH

:-3.8

88

TOP OF FOOTING SLABRL= 198.567

BOTTOM OF FOOTING SLABRL= 197.367

BOULDER FILLING

120' + 2.25'' (Bearing to Bearing)

120 FT DOUBLE SINGLE REINFORCED BAILEY TYPE STEEL TRUSS BRIDGE

BOTTOM OF STONE SOILINGRL= 203.267

BEARING LEVELRL= 205.717


ABUTMENT CAPRL= 205.367



TOP OF SLABRL= 205.367


280

0

SHEET CONTENTS :



SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:160

BB-GE01-06

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

Datum : 198.000

0.0

00

5.0

00

10.0

00

15.0

00

20.0

00

20.3

64

25.0

00

26.4

58

26.6

27

26.7

45

26.7

60

30.0

00

34.8

54

Chainage

LWL=199.183

HFL=201.567

CH

:32.

139

CH

:-3.8

88

TOP OF FOOTING SLABRL= 198.567


BOULDER FILLING

120' + 2.25'' (Bearing to Bearing)

120 FT DOUBLE SINGLE REINFORCED BAILEY TYPE STEEL TRUSS BRIDGE




ABUTMENT CAPRL= 205.367

TOP OF SLABRL= 205.367


SHEET CONTENTS :



SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:120

BB-GE02-07

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

℄ OF BEARING

RCC

Dirt

wal

l

500

400

900

DETAIL

B

DETAIL "A"Scale: 1:40

1860

400 250980230

1200

350mm TH Concrete Block

504

118

622

200 200400

DETAIL "B"Scale: 1:15

100

6000

100

1002100 1200

100

2700 600 1200

3300 1200

Out

line

of a

butm

ent c

ap (r

iver

side

)O

utlin

e of

abu

tmen

t ste

m (r

iver

side

)

Out

line

of a

butm

ent s

tem

(bac

kfill

side

)

3304500

870

250

250

250

250

FOOTING PLANScale: 1:45

4700

5000

500

500

Out

line

of a

butm

ent C

ap (b

ackf

ill si

de)

1770 1860 870

C LO

F BE

ARIN

G

C LO

F AB

UTM

ENT

300

1002100 1200

1001200

4500

Construction Joint

100

1200

C LO

F AB

UTM

ENT

5900

500

400

8000

550

1500

1500

1500

1500

250

750 750300300

550 1000 550

SIDE ELEVATIONScale: 1:45

DIRT WALL IN RRM TO BECONSTRUCTED AFTER BRIDGESUPERSTRUCTURE IS LAUNCHED

DETAILA


CL OF BEARING

SHEET CONTENTS :

FOOTING PLAN & SIDE

ELEVATION OF

LEFT ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

BB-ABT-08

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

NOTES

GENERAL

1. ALL THE DIMENSIONS ARE IN MILLIMETER

UNLESS OTHERWISE MENTIONED.

2. DO NOT SCALE THIS DRAWINGS.

USE GIVEN DIMENSIONS ONLY.

3. DURING THE CONSTRUCTION, THE

CONTRACTOR MUST CHECK THE

DIMENSIONS, LEVELS AND

MEASUREMENTS. DISCREPANCY

IF ANY TO BE REPORTED TO THE

ENGINEER BEFORE EXECUTION.

MATERIALS

1. CONCRETE 28 DAYS STRENGTH

IN CUBE, fck = 25 MPa. [UNLESS

OTHERWISE MENTIONED IN THE

SPECIFICATION, THE TRIAL MIX

DESIGN STRENGTH SHALL BE 31.6 MPa]

2. YIELD STRENGTH OF STEEL,

fy = 500 MPa (GRADE Fe 500, IS 1786).

3. DETAILS OF STEEL IS MENTIONED

IN THE DRAWING AND ITS QUANTITY

IN THE BAR BENDING SCHEDULE.


Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 25-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

1003000 3000

1006000

100

1200

5900

500

400

1500

1500

1400

1500 1500

1500

15001500

750 1500 1500

C

750

LOF

ABU

TMEN

T

Weep holesø 11 cm HDPE pipes1 in 20 slope

Construction joint

A

A

1500

622

8350

1200

9072

FRONT ELEVATIONScale: 1:45

350


DIRT WALL

1500

100

2100 1200 1200

1004500

Construction joint

100

1200

500

400

CL OF BEARING

1500

1500

1400

500

1000

Filter materials50 cm thick


5900

8000

4700

SECTION "A-A"Scale: 1:45

680

0

580

0

DIRT WALL IN RRM TO BECONSTRUCTED AFTER BRIDGESUPERSTRUCTURE IS LAUNCHED


C LO

F AB

UTM

ENT

SHEET CONTENTS :

FRONT ELEVATION &

SECTION "A-A" OF

LEFT ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




BB-ABT-09



On Nichula GC Road


Nov., 2017

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).




COVERING

ABUTMENT WALL (ALL SIDES) = 75 MM

(UP TO OUTER FACE OF MAIN BAR)


Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 25-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

40-01-T25-150-BOTT.23-03-T20-200-BOTT.

2x4=8-07(A&B)-T16- EQ-FACE

4-05(A)-T16-EQ-FACE

4-05(B)-T16-EQ-FACE

5x9=45-06(B)-T12-STIRRUPS

5x10=50-6(A)-T12-STIRRUPS

40-02-T20-150-TOP23-04-T20-200-TOP

40-8(A)-T25-150-BS

40-08(B)-T20-150-RS

4x2=8-13(A&B)-T16-EQ-FACE

30-09(A)-T20-200-BS

30-9(B)-T20-200-RS8x10=80-14(A)-T12- (STIRRUPS)

7x9=63-14(B)-T12- (STIRRUPS)

8-12-T16-200-AC

6-10-T20-200-AC

10-16-T12-280 (STIRRUPS)

9-15-T12-280(STIRRUPS)

G G

31-11-T20-200-AC

800 800 800

800

800

REINFORCEMENT DETAILScale: 1:45

880 600

600

400

7-17-T20-200-AC

40-18-T16-150-CB

9-19-T16-200-CB

LEGEND:

* AC - ABUTMENT CAP

* DW - DIRT WALL

* BS - BACKFILL SIDE

* RS - RIVER SIDE

* EQ - EQUAL DISTANCE

* BOTT. - BOTTOM

* VS-VALLEY SIDE

* BC-CONCRETE BLOCK

SHEET CONTENTS :

REINFORCEMENT

DETAIL OF LEFT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




BB-ABT-10



On Nichula GC Road


Nov., 2017

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).




COVERING




Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 25-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

01 03 05(A&B)

7(A)

X

X

FF

7(B)

0204

06(A)

06(B)

40-8(A)-T25-150-BS

40-08(B)-T20-150-RS

30-0

9(A)

-T20

-200

-BS

30-9

(B)-T

20-2

00-R

S

6-10-T20-200-AC

REINFORCEMENT DETAIL FRONT VIEWScale: 1:45

DIRT WALL


7-17-T20-200-AC

14(B)

14(A)

30-9(B)-T20-200-RS

40-08(B)-T20-150-RS

40-8(A)-T25-150-BS 30-09(A)-T20-200-BS

13(A) 13(B)

600 600

VIEW "F-F"Scale: 1:40

23-03-T20-200-BOTT.

23-04-T20-200-TOP

40-0

1-T2

5-15

0-BO

TT.

40-0

2-T2

0-15

0-TO

P

VIEW "G-G"Scale: 1:50

LEGEND:

* AC - ABUTMENT CAP

* DW - DIRT WALL

* BS - BACKFILL SIDE

* RS - RIVER SIDE

* EQ - EQUAL DISTANCE

* BOTT. - BOTTOM

* VS-VALLEY SIDE

* BC-CONCRETE BLOCK

LEGEND

TOP BAR

BOTTOM BAR

LEGEND

RIVER SIDE BAR

BACKFILL SIDE BAR

SHEET CONTENTS :

FRONT REINF. DETAIL,

VIEW "G-G" & VIEW "F-F"

OF LEFT ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




BB-ABT-11



On Nichula GC Road


Nov., 2017

550

1500

1500

1500

1500

250

500 500

680

0

SECTION OF RETURN WALLScale: 1:40

Filter materials50 cm thick


LEGEND

VALLEY SIDE BAR

BACK SIDE BAR

14-01-T20-250-BS

14-02-T16-250-VS

28-03-T16-250-BS

28-04-T16-250-VS

13x6=78-05-T12-500-SPACER

REINFORCEMENT DETAILSScale: 1:40

SHEET CONTENTS :

SECTION &

REINFORCEMENT

DETAIL OF LEFT

RETURN WALL


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




BB-ABT-12



On Nichula GC Road


Nov., 2017

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).




COVERING




Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 25-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

14-0

1-T2

0-25

0-BS

14-0

2-T1

6-25

0-VS 28

-03-

T16-

250-

BS

28-0

4-T1

6-25

0-VS

REINFORCEMENT SECTION OF RETURN WALLScale: 1:45


LEGEND

VALLEY SIDE BAR

BACK SIDE BAR

28-04-T16-250-VS

28-03-T16-250-BS

14-01-T20-250-VS

14-02-T16-250-BS

13x6

=78-

05-T

12-

500-

SPAC

ER28-06-T16-250-HAUNCH

REINFORCEMENT PLAN OF RETURN WALLScale: 1:25

SHEET CONTENTS :

REINFORCEMENT

SECTION & PLAN OF

LEFT RETURN WALL


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)



Department of Roads, Bridge DivisionThimphu, Bhutan REVISED

BB-ABT-13



On Nichula GC Road


Nov., 2017

℄OF

ABU

TMEN

T

℄OF

BEAR

ING

FOOTING PLANScale:1:35

℄OF

ABU

TMEN

T

℄OF

BEAR

ING

SIDE ELEVATIONScale:1:30

3937

457

574

457

575

1400

900

1400

900

2997

102

102

BEARING PLANScale:1:30

℄OF

BEAR

ING

BEARING DETAILScale:1:30

5341316250

400

1566 934

350

2250

SHEET CONTENTS :

FOOTING PLAN,

BEARING PLAN & SIDE

ELEVATION OF

RIGHT ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

BB-ABT-14

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

REINFORCEMENT DETAILSScale:1:20

40-01-T25-ANCHOR

46-02-T20-130-BOTT.

18-04-T20-130-BOTT.

8-07(A)-T16-EQ-FACE 8-07(B)-T16-EQ-FACE

8x2=16-08(A&B)-T16- EQ-FACE

46-03-T20-130-TOP

18-05-T20-130-TOP

3x10=30-06-T16-CHAIRS

46-10-T16-130-CB

16-09-T16-130-CB

1370

SHEET CONTENTS :

REINFORCEMENT

DETAILS OF RIGHT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

BB-ABT-15

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).





Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 25-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

REINFORCEMENT VIEW "1-1"Scale:1:30

46-02-T20-130-BOTT.

18-04-T20-130-BOTT.

18-05-T20-130-TOP

46-03-T20-130-TOP

Anchor Hole should beminimum of 32mm Dia

ANCHORAGE PLANScale:1:30

LEGEND

BOTTOM BAR

TOP BAR

SHEET CONTENTS :

REINFORCEMENT

VIEW "1-1" &

ANCHORAGE PLAN OF

RIGHT ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

BB-ABT-16

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).





Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 25-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

a cb

a cb

a cb

a cb

a cb

c

ab

c

ba

ac d

eb

SHEET CONTENTS :

BAR BENDING

SCHEDULE OF LEFT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

BB-ABT-17

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

a cba

b

c

ab

c

ab

c

ab

c

a cb

a cb

a cb

SHEET CONTENTS :

BAR BENDING

SCHEDULE OF LEFT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

BB-ABT-18

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

a cb

ba c

a

b

c

c

b

a

SHEET CONTENTS :

BAR BENDING

SCHEDULE OF RIGHT

RETURN WALL


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

BB-ABT-19

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

a

b

cab

ca b

cab

cab

a e

db

c

a cb

a cb

SHEET CONTENTS :

BAR BENDING

SCHEDULE OF RIGHT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

BB-ABT-20

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




On Nichula GC Road




Nov., 2017

2888

B A

B

A

1000 1500 1500 1000

2501500 1500 1500

250

250

1500 1500 1500 250

1000 1500 1500 1000

5200

5000

3188

300

52005000

ELEVATION OF LEFT WING WALL

Scale: 1:90

500 1500 1500 1500 1500 1500 1500 500

1250 1500 1500 1500 1500 1500 1250

B

B

1010010000

2888

300

ELEVATION OF LEFT WING WALL

Scale: 1:70

100mm thick PCC M1020mm agg.

100mm thick PCCM10, 40mm agg.

100x100mm weepholes@ 1.5m c/c

8772

RRM in cement mortar 1:4

979

1500

1500

SECTION "A-A"Scale:1:65

1500

200mm thickstone soiling

600

500mm filter mediawith approved materials

500

Back filling by usingselected subgradematerials

9464

1500

1500

5770

544

845

1500

21022302100

SECTION "B-B"Scale:1:40

100

2400

2889

3189

300

NOTES

1. RANDOM RUBBLE MASONRY (RRM) WING WALL

SHOULD BE PROVIDED AS SHOWN IN THE DRAWING

AT BOTH BANKS OF THE RIVER AND ON BOTH

UPSTREAM AND DOWN STREAM SIDES OF THE

BRIDGE.

2. THE QUANTITY OF WING WALL AS MENTIONED IN

THE BoQ MAY VARY AS PER REQUIREMENT

DURING THE TIME OF CONSTRUCTION.

3. THE WEEP HOLES OF (150 X 150) TO BE PROVIDED

IN THE WING WALL AS PER THE REQUIREMENT

DURING THE TIME OF CONSTRUCTION.

4. THE BASE OF THE WING WALL SHOULD BE ON

FIRM GROUND. AVOID FROM CONSTRUCTING

WING WALL ON FILL UP SOIL.

SHEET CONTENTS :

RRM WALL DETAILS OF

BOTH THE ABUTMENTS


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




BB-ABT-21



On Nichula GC Road


Nov., 2017

5th Layer

4th Layer

3rd Layer

2nd Layer

1st Layer

PLAN OF GABION WALL

Scale: 1:65

TYPICAL CROSS SECTION OF GABION WALL

Scale: 1:30

1st Layer

2nd Layer

3rd Layer

4th Layer

5th Layer

SHEET CONTENTS :

PLAN & TYPICAL

SECTION OF GABION

WALL


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

FIRST ISSUE DESIGN

DRAWN

CHECKED


RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)




BB-ABT-22



On Nichula GC Road


Nov., 2017

span carriage way · 2017-12-18 · bar bending schedule of left abutment bar bending schedule of...

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