section viii: drawings name of work: construction of ... · seismic arrester & bearing pedestal...

SECTION VIII: DRAWINGSName of Work:

Construction of Jamkhardrang Steel Composite Bridgeon Chazam-Duskum SNH

BID. No.: DoR/RO-Tg/Works(03)

DRAWING LIST

GENERAL PLAN

COVER PAGE

DRAWING NO.DESCRIPTION

LIST OF DRAWINGS

GENERAL NOTES

SL.NO.

01

02

03

04

05

06

07

08

09

10

11

12

13

JKD-DL-01

GENERAL ELEVATION

GENERAL ARRANGEMENT DRAWINGS

GENERAL ARRANGEMENT OF GIRDERS

SECTIONAL DETAILS OF SUPER-STRUCTURE (1 OF 3)

CROSS BRACING CONNECTION DETAILS

14

WEB SPLICE DETAILS

15

FLANGE SPLICE DETAILS

RAILING DETAILS

EXPANSION JOINT DETAILS16

DRAINAGE SPOUT DETAILS



JKD-GN-02

JKD-GE-04

JKD-GP-05

JKD-GA-06

JKD-GA-07

JKD-SD-08

JKD-SD-09

JKD-SD-10

JKD-BC-11

JKD-WS-12

JKD-FS-13

JKD-RD-14

JKD-EJ-15

JKD-DS-16

DECK SLAB REINFORCEMENT SCHEDULE

ABUTMENT FORMS

DECK SLAB REINFORCEMENTS

DRAWING NO.DESCRIPTION

APPROACH SLAB REINFORCEMENTS

SL.NO.

17

18

19

20

21

22

23

24

25

26

JKD-SL-18

APPROACH SLAB REINFORCEMENT SCHEDULE

ABUTMENT REINFORCEMENT DETAILS (1 OF 2)

ABUTMENT REINFORCEMENT DETAILS (2 OF 2)

SEISMIC ARRESTER & BEARING PEDESTAL DETAILS

ABUTMENT AND BEARING PEDESTAL DETAILS

ABUTMENT REINFORCEMENT SCHEDULE

JKD-AS-19

JKD-AS-20

JKD-ABT-21

JKD-ABT-22

JKD-ABT-23

JKD-ABT-24

JKD-ABT-25

JKD-ABT-26

JKD-SL-17

LIST OF DRAWINGS

REBAR CODES & SHAPE DETAILSJKD-RC-03

27

SHEET CONTENTS :

ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement

Department of Roads, Bridge DivisionThimphu, Bhutan

DRAWING LIST

REVISION DATE DRAWING NO.

SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

TSHEWANG DORJI (CE, BD)

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-DL-01

April 201634 M SPAN STEEL

COMPOSITE BRIDGE

(7.0 m carriageway width)

JAMKHARDRANG

ZAM

On Tashigang - Tashi

Yangtse Road

KARMA WANGDI (EE)

JANGCHUK YESHI (CE)

WELDS

1. THE WELDING CONSUMABLES SHALL CONFORM TO IS:814 - 1991 AND OF STRENGTH

REQUIREMENT APPROPRIATE FOR PREHEATED HT STEEL OR UNHEATED MILD STEEL.

2. ALL FILLET WELDS ARE TO BE EXAMINED BY DYE PENETRATION TEST OR ANY

EQUALLY EFFECTIVE NON-DESTRUCTIVE TEST METHOD.

3. ALL WELDINGS TO BE CARRIED OUT BY CERTIFIED EXPERIENCED WELDERS AS PER

APPROVED WELDING PROCEDURES.

4. MEMBERS SHALL BE RIGIDLY SECURED IN JIGS AND FIXTURES WITH TEMPORARY

BOLTS DURING WELDING TO AVOID DISTORTION.

5. DURING WELDING, POSITION OF MEMBERS AND ASSEMBLY SHOULD BE SUCH THAT

OVERHEAD WELDING SHALL BE AVOIDED/ MINIMISED.

CONCRETE

CONCRETE SHALL BE OF DESIGN MIX AND SHALL HAVE MINIMUM 28 DAYS

CHARACTERISTIC CUBE STRENGTH AS FOLLOWS:

1. M35 - - FOR RCC DECK SLAB

2. M35 - - FOR KERBS AND RAILING POSTS

3. M35 - - FOR PEDESTALS AND SEISMIC ARRESTORS

4. M35 - - FOR SUBSTRUCTURE

5. M25 - - FOR APPROACH SLAB

6. M15 - - FOR PCC LEVELING CONCRETE

GENERAL NOTES

1. ALL THE DIMENSIONS ARE IN MILLIMETER AND LEVELS ARE IN METERS

UNLESS OTHERWISE SPECIFIED.

2. DONOT SCALE THE DRAWINGS. USE GIVEN DIMENSIONS ONLY DURING

THE CONSTRUCTION.

3. DURING THE CONSTRUCTION, THE CONTRACTOR MUST CHECK THE

DIMENSIONS, LEVELS AND MEASURMENTS. DISCREPENCY IF ANY TO

BE REPORTED TO THE ENGINEER BEFORE EXECUTION.

4. THE STRUCTURE IS DESIGNED TO CATER THE MAXIMUM OF:

A) CLASS A LOADING - ONE, TWO

B) CLASS 70R WHEELED

5. ALL CONSTRUCTION SHALL CONFIRM TO CONTRACT SPECIFICATIONS.

6. 500 MM THICK FILTER MATERIALS TO BE PROVIDED BEHIND ABUTMENT

WALL AS PER APPENDIX 6 OF IRC:78 - 2000.

7. EXPANSION JOINT - STRIP SEAL.

8. BEARING TYPE - STEEL REINFORCED ELASTROMERIC BEARING.

9. PRE-CAMBER OF 20 MM TO BE PROVIDED DURING FABRICATION AND ERECTION

OF LONGITUDINAL GIRDERS.

STEEL

1. STEEL PLATE GIRDERS: MILD STRENGTH STEEL GIRDERS (GRADE E 250

CONFORMING TO IS:2062).

2. STIFFENERS AND BRACINGS: MILD STEEL CONFORMING TO IS: 2062.

3. STUD SHEAR CONNECTORS: SHALL CONFORM TO IRC:22-2008; FY 385 MPA, MIN.

ELONGATION 18% AND CHARACTERISTIC TENSILE STRENGTH OF 495 MPA.

FABRICATION AND ERECTION

1. FABRICATION WORKS TO BE CARRIED OUT AS PER APPROVED FABRICATION

DRAWINGS AND AS PER IRC:24, IS: 816 AND IS:1024.

2. ALL THE MEMBERS MEETING AT A JOINT SHALL BE CONNECTED AS PER DETAILS.

3. ALL BRACING GUSSETS SHALL BE 12 MM THICK UNLESS SPECIFIED OTHERWISE.

4. PAINTING OF STEEL STRUCTURE SHALL BE CARRIED OUT IN ACCORDANCE WITH

MORTH SPECIFICATIONS FOR ROAD AND BRIDGES, REVISION IV.

5. CROSS BRACING SHOULD BE PROVIDED SQUARE TO LONGITUDINAL GIRDERS.

6. ALL OBTUSE ANGLE CUTTING SHOULD BE DONE IN PROPER SHAPE AND WITHOUT

DAMAGE.

7. OVERHANG MEMBERS SHOULD BE SUITABLY SUPPORTED TO AVOID DISTORTION

DURING TRANSPORTATION.

CONSTRUCTION SEQUENCE

1. STEEL PLATE GIRDERS TO BE FABRICATED ON GROUND.

2. ALL LONGITUDINAL GIRDERS TO ERECTED AT SITE.

3. DIAPHRAGM GIRDERS AND CROSS BRACINGS TO BE FIXED.

4. THE DECK SLAB TO BE CASTED ONLY AFTER ALL BRACING AND CONNECTION WORKS

ARE COMPLETED.

BOLTS

1. WEB AND FLANGE SPLICE: 27Ø HSFG BOLTS (GRADE 10.9 IN CLEARANCE HOLE).

2. DIAPHRAGM GIRDER: 22Ø HSFG BOLTS (GRADE 10.9 IN CLEARANCE HOLE).

3. STIFFENER AND BRACING: 16Ø HSFG BOLTS (GRADE 10.9 IN CLEARANCE HOLE).

4. HSFG BOLTS - ACTING IN FRICTION SHALL CONFORM TO IS:4000 - 1992

- BEARING AND SHEAR AS PER IRC:24 - 2001, IS:1367 - 2002

- SLIP FACTORS (=0.3) FOR FAYING SURFACES CONFORMING TO IS:4000 - 1992

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. SPLICES SHALL BE STAGGERED AT LEAST 600 MM AND ALL SPLICES

SHALL BE CLASS B SPLICES.

4. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO

AASHTO/2007 AS SHOWN BELOW FOR CLASS B SPLICES:

BAR DIA, mm LAP SPLICE, mm

10 300

41212

73216

926

18

114420

1384

22

178725

224728

292732

5. CLEAR CONCRETE COVER TO REINFORCEMENT SHALL BE:

- 50 MM FOR ABUTMENT WALLS &

- 30 MM FOR DECK AND APPROACH SLABS.

UNLESS OTHERWISE SPECIFIED BY ENGINEER, THIS SHALL BE

FOLLOWED THROUGHOUT THE CONSTRUCTION.

6. 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.

WATER

WATER TO BE USED IN THE CONCRETING AND CURING SHALL BE

PORTABLE WATER.

SUPERVISION

CONSTRUCTION WORK MUST BE SUPERVISED BY A COMPETENT

SUPERVISION ENGINEER.

SHEET CONTENTS :



GENERAL NOTES


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-GN-02

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)

JAMKHARDRANG

ZAM


Yangtse Road


April 2016

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

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





STANDARD RE-BAR PROPERTIES

(UNIT WT. 0.00785 kg / mm² /m)


STANDARD HOOK AND BEND REQUIREMENT

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

SHEET CONTENTS :



REBAR CODES

&

SHAPE DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-RC-03

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)


April 2016JAMKHARDRANG

ZAM


Yangtse Road

Datum : 74.000

100.0

130.0

00

99.9

66

5.0

00

99.7

58

10.0

00

98.0

54

15.0

00

96.5

39

20.0

00

90.9

20

25.0

00

81.932

30.0

00

75.8

90

35.0

00

83.5

43

40.0

00

92.6

1045.0

00

98.0

76

50.0

00

98.4

55

55.0

00

98.5

36

60.0

00

98.5

65

61.783

Chainage

Elevation

STEEL GIRDERRL = 95.943 RL = 95.943

RL = 98.505(Road Level)

CH 16.2

78

CH 5

0.2

78

GENERAL ELEVATION

Existing tarrain

Future tarrainFuture tarrain

Tashigang sideDuksum side

Firm rock

SHEET CONTENTS :



GENERAL ELEVATION


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:200

JKD-GE-04

DESIGN

DRAWN

CHECKED

APPROVED

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

KARMA WANGDI (EE)



ZAM


Yangtse Road

JANGCHUK YESHI (CE)

120

125

130

135

140

145

0

5

10

15

20

25

35

30

45

40

50

55

60

27°

1278

DUKSUM SIDE (Left bank)

FLOW D

IRECTIO

N

TASHIGANG SIDE (Right bank)

SHEET CONTENTS :


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)



GENERAL PLAN

1:225

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-GP-05

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

1200 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350 1200

CL of Bearing

50010351035

34000 500

34000

5050

CL

STEEL GIRDER

of Bearing

Elastromeric Bearing

2000

web

pla

te 260 mm thk.deck slab

50 mm average thk.black topping

LEFT BANK RIGHT BANK

LONGITUDINAL ELEVATION

PLAN

HALF AT BOTTOMHALF AT TOP

7000

400

780

0

400

CA

RR

IAG

EWA

Y

1.2%

Slo

pe1.

2% S

lope

1000 4000 5000 5000 250018050

50

500 17000 17000 500 50

RAILINGSKERB

RAILINGSKERB RAILINGS

KERB

RAILINGSKERB

LEFT BANK RIGHT BANK

CL OF SYMM.

APPROACH SLAB

600100 550 5001630018050

Bearing Pedestal

Elastromeric Bearing

Seismic Arrester

Seismic Arrester

CL OF DECK

AA

AA

BB

CC

DD

Expansion Joint Expansion Joint

10353105

34800

1035 1035 10353105

Approach slab

APPROACH SLAB

100 1035 1035 1035 100

3000

250

150

7400

150

250

8200

400

7400

400

3855 34000 3855

100

3855 3855

3355 35000 3355

SHEET CONTENTS :



GENERAL

ARRANGEMENT

DRAWING


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:150

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-GA-06

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

PLAN

HALF AT BOTTOMHALF AT TOP

CL OF SYMM.

400100 1875 1875 1875 1875 1625 1625 1625 1625 1500 1500 400 1001875187518751875162516251625162515001500

500 17000 17000 500

35000

260

50

2052

2362

9950 12400 12450

34800

Stiffener Stiffener

BearingStiffener

CrossBracing

CrossBracing

DiaphragmGirder

Shear STUD@200 mm c/c

CL of Splice CL of Splice

ELEVATION

Shear Tab

CL of Bearing CL of Bearing

500 1875 1875 1875 1875 1625 500187518751875187516251625 1625 1625 1500 1500 16251625162515001500

CLof bearing CLof stiffener CLof bracing CLof stiffener CLof stiffener CLof stiffener CLof stiffener CLof stiffener CLof stiffener CLof stiffener CLof stiffener CLof stiffenerCLof bracing CLof bracing CLof bracing CLof bracing CLof bracing CLof bracing CLof bracing CLof bearing



260 mm thk.Deck Slab

CL of Splice CL of Splice

CL of Splice

CL of Splice

CL of SpliceCL of Splice

CL of Splice

CL of Splice

2200

2200

2200

600

600

3900

3900

780

0

Jack Location

Jack Location

Jack Location

600

1100

1100

1100

1100

1100

1100

600

780

0

100 150150200200

Shear Tab

Shear Tab

Detail "1"

AA

BB

CC

AA

BB

CC

EE

EE

GG

FF

12400 124509950

12450 12400 9950

1750

SHEET CONTENTS :



GENERAL

ARRANGEMENT

OF GIRDERS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:100

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-GA-07

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

600

1100 1100 1100 1100 1100 1100

6002200 2200 2200

2052

260

300

1080

3692

400 4007000

7800

L of deck/carriagewayC

Deck width

Carriageway width

50 mm averagethickness black top

1.2% slope 1.2% slope

Drainage Spout

L of JackC L of JackC L of JackC

BearingStiffener

Shear tab Shear tabBearingStiffener

Plate Girder

L of BearingC L of BearingC L of BearingC L of BearingC

SECTION "A-A"

600

1100 1100 1100 1100 1100 1100

6002200 2200 2200

SECTION "B-B"

2052

260

300

1080

3692

400 4007000

7800


Deck width

Carriageway width



Drainage Spout

Stiffener

Stiffener

Plate Girder

260 mm thick deck slab 260 mm thick deck slab

ISA 100x100x8

ISA 100x100x8

ISA 100x100x8 ISA 100x100x8

ISA 100x100x8 ISA 100x100x8

ISA 90

x90x

8 ISA 90x90x8 ISA 90

x90x

8 ISA 90x90x8 ISA 90

x90x

8 ISA 90x90x8

Detail "2"

Detail "3" Detail "4"

Detail "5"

Detail "6"

600 6002200 2200 2200

SECTION "C-C"

2052

260

300

1080

3692

400 4007000

7800


Deck width

Carriageway width



Drainage Spout

Stiffener

Stiffener

Plate Girder

260 mm thick deck slab

Stiffener

Plate Girder

3900 3900

7800

Detail "7"

SECTION "D-D"

260

300

1080

1640

400 4007400

8200


Deck width

Carriageway width



260 mm thick approach slab

DIAPHRAGMGIRDER

DIAPHRAGMGIRDER

DIAPHRAGMGIRDER

Detail "7"

260

300

1080

1640

Firm rock

SHEET CONTENTS :



SECTIONAL DETAILS

OF

SUPER-STRUCTURE

(1 OF 3)


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:50

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-SS-08

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

1212

THRU OUTTHRU OUT

1010

THRU OUTTHRU OUT

VERTICAL STIFFENER(Plate 130 x 10 thick)

1212

THRU OUTTHRU OUT

1010

THRU OUTTHRU OUT

VERTICAL STIFFENER(Plate 130 x 12 thick)

32

500

2000

20

2052

130 130 50

450

SECTION "E-E"

500

130 13032

2000

20

2052

ISA 100x100x8

ISA 90x90x8

ISA 100x100x8

SECTION "F-F"

of JackLC

1212

THRU OUTTHRU OUT

1010

THRU OUTTHRU OUT

BEARING STIFFENER(Plate 160 x 12 thick)

500

130 13032

2000

20

2052

2 ISA 200x200x16

44

1644

16

1618

8016

1912

2x2 ISA 100x100x10

6 THRU OUT

45

SECTION "G-G"

HH

II

4090

90

90

90

90

90

90

90

90

90

90

90

90

90

90

90

90

90

90

90

9040

50 75 75

100 250 100

450

100 250 100

450

100 250 100

Shear STUDS 20Ø

100 Shear STUDS 20Ø

100 Shear STUDS 20Ø

@ 200 c/c100

42 Nos. 22 dia. bolts

DIAPHRAGMGIRDER

245

245

20 20

20

1010

SHEET CONTENTS :




SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:15

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-SS-09

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

SECTIONAL DETAILS

OF

SUPER-STRUCTURE

(2 OF 3)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

1618

8016

1912

2x2 ISA 100x100x10

1212

THRU OUTTHRU OUT

SECTION "H-H"

(SCALE 1:15)

100 100

360

12

66

THRU OUTTHRU OUT

360

1618

8016

1912

2 ISA 200x200x16(shear tab)

1212

THRU OUTTHRU OUT

SECTION "I-I"

(SCALE 1:15)

100 100

360

12

66

THRU OUTTHRU OUT

360

4090

90

90

90

90

90

90

90

90

90

90

90

90

90

90

90

90

90

90

9040

42 Nos. 22 dia. bolts

16

16

1100

2x2 ISA 200x200x16(shear tab)


2x2 ISA 100x100x10

THRU OUT

Bearing stiffener(plate 160x12 thk.)

360

12

1100

1100

1100

1100

1100

6600




6

50

75

50 75

75 50

50

75

50

75

75 50

DETAIL "1"

(SCALE 1:35)

180 180

12

30

30

30

30

30

2x2 ISA 100x100x10

THRU OUT6

2x2 ISA 100x100x10

THRU OUT6

1690

30

1690

30

1690

245

Detail "1(a)"

Detail "1(b)"




360

12

5075

75 50

30

30

30

245

55

5

DETAIL "1(b)"

(SCALE 1:20)

DETAIL "1(a)"

(SCALE 1:20)

12

12

75 507550

50

75

SHEET CONTENTS :




SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:15/20/35

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-SS-10

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

SECTIONAL DETAILS

OF

SUPER-STRUCTURE

(3 OF 3)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

DETAIL "2"

30 60 60 60 30270

154060

30

35

130

30113

6060

30

30

60

60

510

109

408

190

101

161

4545

3060 60 6030

20 70

60

60

30

260

290

100

10 100

60

40 13

016

0

160

DETAIL "3"

60 60 60 55606055

6060

30

30

10

60

40

4545

271

410

70

186

10271

70

112

4545

DETAIL "4"

3060 60 6030

20 70

60

60

30

260

290

100

10 100

60

40 13

016

0

160

DETAIL "5"

260

100

100

60

4013

016

0

1607 Nos. 17.5Ø Holes

for 16Ø Bolts260 260

260

341

DETAIL "6"

30 60 60 60 30270

154060

30

35

130

30113

6060

30

30

60

60

510

109

408

190

101

161

4545

11 Nos. 17.5Ø Holesfor 16Ø Bolts

3060606030270

154060

30

35

130

408

101

4545

40

40

40

50

112

99

50






SHEET CONTENTS :



CROSS BRACING

CONNECTION

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:10

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-BC-11

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

60 75 75 11075 75 75 607575757575

980

1414

77

65

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

65

59

20

20

60 75 75 5575 75 75 607575757575980

1830

10 mm gap

6575755555757565

540

WEB SPLICE

55

J J

2000

32

20

2052

2x54 Nos. 27 dia. bolts

12 mm thick plate(1830x540) on both sides

14 mm thick plates

20 mm thick plates

66

THRU OUTTHRU OUT

Shear studs 20Ø@ 200 c/c

K K

Vertical stiffener

66

THRU OUTTHRU OUT

SHEET CONTENTS :



WEB SPLICE

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:10

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-WS-12

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

60 75 75 75 75 75 55 60757575757555980

50

70

70

60

50

70

70

60 50020

60 75 75 75 75 75 55 60757575757555980

50

70

70

40

230

50

70

70

40

230

60 75 75 75 75 75 55 60757575757555980

60 75 75 75 75 75 55 60757575757555980

70

75

8045020

70

75

80

60 75 75 75 75 75 55 60757575757555980

70

75

60

205

70

75

60

205

60 75 75 75 75 75 55 60757575757555980

10 mm gap

10 mm gap10 mm gap

10 mm gap

TOP FLANGE SPLICE

(VIEW "J-J")

BOTTOM FLANGE SPLICE

(VIEW "K-K")

TOP PLATE

BOTTOM PLATES

2 Nos. 14 mm thickplates (980x205)

14 mm thick plate (980x450) 20 mm thick plate (980x500)

2 Nos. 20 mm thickplates (980x230)

TOP PLATES

BOTTOM PLATE

2x24 Nos. 27 dia. bolts 2x34 Nos. 27 dia. bolts

2x24 Nos. 27 dia. bolts

SHEET CONTENTS :



FLANGE SPLICE

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:10

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-FS-13

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

260

300

230

250

250

135

215

560

1080

1640

200

2525150

260 mm thickdeck slab

200

100


2020

70Water drop profile

305Drainage spout

(refer Dwg. No. DZL-DS-15)

RCC Head

RCC Post(200x200)

75Ø GI Pipes

30

185

Construction joint

LL

30

260

300

230

250

250

135

215

560

1080

1640

260

300

1937517

57517

575

313

1640

1350 1350 1350

RCC Head

RCC Head

RCC Post(200x200)

RCC Post(200x200)

75Ø GI Pipes

260 mm thick deck slab50 mm average

thickness black top

DETAIL "7"

SIDE ELEVATION

VIEW "L-L"

DECK SLAB

Drainage spout RCC Post(200x200)

RCC Post(200x200)

75Ø GI Pipes

M M

PLAN

VIEW "M-M"

25

25

200

200

1350 1350 1350

SHEET CONTENTS :



RAILING DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:25

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-RD-14

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

TYPICAL DETAIL OF EXPANSION JOINT

(SCALE 1:3)

SHEET CONTENTS :




SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:3

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-EJ-15

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

EXPANSION JOINT

DETAILS

AutoCAD SHX Text

EDGE PROFILE

AutoCAD SHX Text

EXP. PROFILE

AutoCAD SHX Text

(NEOPRENE)

AutoCAD SHX Text

TOP OF WEARING

AutoCAD SHX Text

ANCHOR

AutoCAD SHX Text

FORM WORK SHEET

AutoCAD SHX Text

RE BAR FROM DECK SLAB

AutoCAD SHX Text

END FACE OF GIRDER.

AutoCAD SHX Text

TOP OF

AutoCAD SHX Text

DECK SLAB

AutoCAD SHX Text

COAT

AutoCAD SHX Text

ISOLATION

AutoCAD SHX Text

REBAR FROM DIRT WALL

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

ANCHOR LOOP

AutoCAD SHX Text

END FACE OF DIRT WALL

AutoCAD SHX Text

APPROACH SLAB

200 5205

200

5205

2 mm gap

3 m

mga

p3 m

mga

p

171

20 2 mm gap

10 10191

10

189

Total 5 steel strips10/10 - 171 mm

O

Cover 189/191 mm

Tag weldingto hold cover

O

51015

15

5 2 191 52205

5 5

5

5

75Ø

75

155

95

530

381

35 35105175

NN

5 2 191 52205

10 10171

510

75

5

1580

5

75Ø

530

381

45°

35 35105175

95

GI pipe of75 mm dia.


5mm thk GI plate

GI Grating/cover

5mm thk GI plate

1020

20

20

20

20

1010

1010

10


VIEW "N - N" SECTION "O - O"

NOTE:

i) All connections are welded connections

ii) All welds as fillet welds a=4mm

iii) All steel parts should be hot dip galvanised

5.6

6mm

5.66mm

4mm

TOTAL NUMBER OF DRAINAGE SPOUTS REQUIRED = 16 NOS.

SHEET CONTENTS :



DRAINAGE SPOUT

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:5

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-DS-16

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

PLAN

(SCALE 1:100)

PP

550

550

550

550

550

550

550

550

28-02(a)-T12-250-BOTT

32-04(a)-T12-250-TOP

28x2=56-02(b)-T12-250-BOTT

32x2=64-04(b)-T12-250-TOP

28x2=56-02(b)-T12-250-BOTT

32x2=64-04(b)-T12-250-TOP

28x2=56-02(c)-T12-250-BOTT

32x2=64-04(c)-T12-250-TOP

28x2=56-02(c)-T12-250-BOTT

32x2=64-04(c)-T12-250-TOP

196-01-T12-180-BOTT

177-03-T16-200-TOP

SECTION "P-P"

(SCALE 1:50)

LC50 mm average

thickness black top1.2% slope 1.2% slope

28-02(a)-T12-250-BOTT

196-01-T12-180-BOTT

32-04(a)-T12-250-TOP

177-03-T16-200-TOP

24x11=264-05-T16-1.5m -CHAIRS

177x2=354-06-T12-200-KERB

3x2=06-07(a)-T20

3x2=06-08(a)-T20

2x2=04-09(a)-T12

Detail "8"

3x2=06-07(a)-T20

3x2=06-08(a)-T20

2x2=04-09(a)-T12

177x2=354-06-T12-200-KERB

2x2=04-10-T16

2x2=04-11-T12

04-13-T10

06-12-T10-150

DETAIL "8"

(SCALE 1:25)

SHEET CONTENTS :



DECK SLAB

REINFORCEMENTS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:25/50/100

DESIGN

DRAWN

CHECKED

APPROVED

JKD-SL-17

34 M SPAN STEEL

COMPOSITE BRIDGE


RINCHEN KHANDU (Dy. EE)

JANGCHUK YESHI (CE)

JANGCHUK YESHI (CE)



ZAM


Yangtse Road

SHEET CONTENTS :



DECK SLAB

REINFORCEMENT

SCHEDULE


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

JKD-SL-18

34 M SPAN STEEL

COMPOSITE BRIDGE


JANGCHUK YESHI (CE)

JANGCHUK YESHI (CE)




ZAM


Yangtse Road

QQ

PLAN

SECTION "Q-Q"

LC50 mm averagethickness black top


29x2=58-02-T12-250-BOTT

16x2=32-01-T12-200-BOTT

34x2=68-04-T12-250-TOP

16x2=32-03-T12-200-TOP

3x11X2=66-05-T16-1.5m -CHAIRS

3x2x212-07-T20

2x2x2=8-09-T12

3x2x2=12-08-T20

16x2=32-01-T12-200-BOTT

16x2=32-03-T12-200-TOP

29x2=58-02-T12-250-BOTT

34x2=68-04-T12-250-TOP

16x2x2=64-06-T20-200

300082

00

SHEET CONTENTS :



APPROACH SLAB

REINFORCEMENTS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:50

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-AS-19

34 M SPAN STEEL

COMPOSITE BRIDGE


JANGCHUK YESHI (CE)




ZAM


Yangtse Road

SHEET CONTENTS :



APPROACH SLABS

REINFORCEMENT

SCHEDULE


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-AS-20

34 M SPAN STEEL

COMPOSITE BRIDGE


JANGCHUK YESHI (CE)




ZAM


Yangtse Road

1001550 1100

100

1002650

1002850

100

1000

2252

260

100

3512

3612

SIDE ELEVATIONFRONT ELEVATION View "R - R"

RR

100800 2200 2200 2200 800

100

1004100 4100

100

1008200

100

8400

100

1000

2252

260

100

3512

3612

Seismic arrester block Seismic arrester block

Bearing seat Bearing seat

Bearing seat

330 200 20 550 1600 600 1600 600 1600

250 280

300

33020020550

250280

300560 560

100

19

300 300

600

400 600 1650

SHEET CONTENTS :



ABUTMENT FORMS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:35

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-ABT-21

34 M SPAN STEEL

COMPOSITE BRIDGE


JANGCHUK YESHI (CE)




ZAM


Yangtse Road

REINFORCEMNT DETAILS (View "R-R")

55-10-T12-150-river side

55-09-T16-150-bacfill side

17-13-T12-150-river side16-12-T12-150-bacfill side

Legend:

backfill side

river side

11x5=55-01-T20-600/800(Rock Anchorage)

1200

18-03-T12-150-bott

55-02-T16-150-bott 3x2=6-05-T12-face reinf.

9x2=18-04-T16-chairs

18-08-T12-150-top

55-07-T12-150-top

5x2=10-17-T12-150-mesh type




55-09-T16-150-bacfill side 09-16-T12-1000-spacer

09-16-T12-1000-spacer

09-16-T12-1000-spacer


55-14-T12-150

3x2=6-11-T12-face reinf.

3x2=6-06-T12-side reinf.

SHEET CONTENTS :



ABUTMENT

REINFORCEMENT

DETAILS (I OF 2)


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:45

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-ABT-22

34 M SPAN STEEL

COMPOSITE BRIDGE



JANGCHUK YESHI (CE)



ZAM


Yangtse Road

ROCK ANCHORAGE PLAN125

600 600 600

100

800

800

800

800

800

800

800

800

800

800

100

Hole diameterof atleast 32mm

11x5=55-01-T20-600/800(Rock Anchorage)

55-02-T16-150-bott

18-03-T12-150-bott

18-08-T12-150-top

55-07-T12-150-top

FOOTING REINFORCEMENT PLAN

Legend:

top bar

bottom bar600 125

SHEET CONTENTS :




SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:45

JKD-ABT-23

DESIGN

DRAWN

CHECKED

APPROVED

34 M SPAN STEEL

COMPOSITE BRIDGE


KARMA WANGDI (EE)

ABUTMENT

REINFORCEMENT

DETAILS (2 OF 2)


JANGCHUK YESHI (CE)



ZAM


Yangtse Road

PLAN

SIDE ELEVATION

FRONT ELEVATION

400

200 200

300

400

300

3-18-T20 4-19-T20

3-20-T12-100 3-20-T20-100

SIDE REINF. DETAILS

FRONT REINF. DETAILS

PLAN REINF. DETAILS

4-19-T20

3-18-T20

1000

1000

SHEET CONTENTS :


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)


Department of Roads, Bridge DivisionThimphu, Bhutan 1:10

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-ABT-24

34 M SPAN STEEL

COMPOSITE BRIDGE


SEISMIC ARRESTER

DETAILS


JANGCHUK YESHI (CE)



ZAM


Yangtse Road

1001550 1100

100

1002650

1002850

100

4100

4100

100

100

8200

100

8400

PLAN

500 300 300 1650 100

100

800

2200

2200

2200

800

100

PLAN

330

200

7140

200

330

100

100

Seismic arrester block

Seismic arrester block

Bearing seat

Bearing seat

Bearing seat

20

560

20

20560 20

560

560

600

550

400

200

20

THE SIZE OF BEARING PEDESTAL/ BEARING SEATWOULD CHANGE AS PER MANUFACTURER'S DESIGNREQUIREMENTS.

NOTE:

20

SHEET CONTENTS :




SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:45

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-ABT-25

34 M SPAN STEEL

COMPOSITE BRIDGE


ABUTMENT AND

BEARING PEDESTAL

DETAILS


JANGCHUK YESHI (CE)



ZAM


Yangtse Road

SHEET CONTENTS :



ABUTMENT

REINFORCEMENT

SCHEDULE


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

KARMA WANGDI (EE)

JKD-ABT-26

34 M SPAN STEEL

COMPOSITE BRIDGE



JANGCHUK YESHI (CE)



ZAM


Yangtse Road

section viii: drawings name of work: construction of ... · seismic arrester & bearing pedestal...

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