construction of dopshari bridge , paro · the bridge is designed as per relevant indian road...

CONSTRUCTION OF DOPSHARI BRIDGE , PARO

DESIGNED BY BRIDGE DIVISION, DOR

JULY, 2016

REBAR CODES & SHAPE DETAILS

7

6

5

4

3

DSZ-DL-01A & 01B

DRAWING LIST2

COVER PAGE1

DRAWING NUMBERDESCRIPTION SL

GENERAL NOTES

DRAWING LIST

8

14

13

12

11

10

9

15

16

GENERAL PLAN

GENERAL ELEVATION

GENERAL ELEVATION

DSZ-GN-02

DSZ-RCSD-03

DSZ-GP-04

DSZ-GE-05

DSZ-GE-06

DSZ-SUP-07

DSZ-SUP-08

17

GIRDER PLAN

GIRDER SECTION

DSZ-SUP-09

DECK SLAB PLAN AND LONGITUDINAL SECTION

DSZ-SUP-10

SECTIONS OF THE BRIDGE

DSZ-SUP-11

REINFORCEMENT DETAILS OF THE MAIN GIRDER

DSZ-SUP-12

REINFORCEMENT LIST AND SUMMARY OF THE MAIN GIRDER

DSZ-SUP-13

REINFORCEMENT LIST AND SUMMARY OF THE MAIN GIRDER

DSZ-SUP-14

REINFORCEMENT DETAILS OF THE CROSS GIRDER

DSZ-SUP-15

REINFORCEMENT LIST AND SUMMARY OF CROSS GIRDER

DSZ-SUP-16

REINFORCEMENT DETAILS OF DECK SLAB (01)

18

19

20

DSZ-SUP-17

REINFORCEMENT DETAILS OF DECK SLAB (02)

DSZ-SUP-18

REINFORCEMENT LIST AND SUMMARY OF DECK SLAB

DSZ-SUP-19

REINFORCEMENT LIST AND SUMMARY OF KERB BEAMS

21

DSZ-SUP-20

TENDON LAYOUT PLAN

22

DSZ-SUP-21

PROFILE OF TENDON

23

DSZ-SUP-22

TENDON COORDINATES

ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement

Department of Roads, Bridge DivisionThimphu, Bhutan

SHEET CONTENTS :

GENERAL NOTES

REVISION DATE DRAWING NO.

SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

DSZ-DL-01A

TSHEWANG DORJII (Chief Engineer)

NGAWANG THINLEY (Dy. Executive Engineer)

UGYEN PHUNTSHO (Engineer)


JULY, 2016PRE-STRESSED CONCRETE GIRDER BRIDGE

[29.10M FT SPAN & 7.00 m CARRIAGEWAY]

DOPSHARI BRIDGE, PARO

24

DSZ-SUP-23

NOTES FOR PRESTRESSING TENDONS

25

DSZ-RLG-24

RAILING DETAILS

26

DSZ-FP-25

FOOTPATH SLAB DETAILS

27

DSZ-SAB-26

SEISMIC ARRESTOR BLOCK DETAILS

28

DSZ-SAB-27

REINFORCEMENT LIST AND SUMMARY OF FOOTPATH SLAB

29

DSZ-APS-28

APPROACH SLAB DETAILS

30

DSZ-APS-29

REINFORCEMENT DETAILS OF APPROACH SLAB

31

DSZ-APS-30

REINFORCEMENT DETAILS OF KERB BEAM ON APPROACH SLAB

32

DSZ-APS-31

REINFORCEMENT LIST AND SUMMARY OF APPROACH SLAB

AND KERB BEAM ON APPROACH SLAB

33

DSZ-DR-32

DRAINAGE SPOUT DETAILS

34

DSZ-DR-33

DETAILS OF DRAIN

35

DSZ-EJ-34

EXPANSION JOINT

36

DSZ-SUB-35

BEARING DETAILS

37

DSZ-SUB-36

FOOTING PLAN OF ABUTMENT

38

DSZ-SUB-37

SECTION OF ABUTMENT

39

DSZ-SUB-38

SECTIONS OF ABUTMENT

40

DSZ-SUB-39

REINFORCEMENT DETAILS OF ABUTMENT

41

DSZ-SUB-40

REINFORCEMENT DETAILS OF RETURN WALL

42

DSZ-SUB-41

REINFORCEMENT DETAILS OF RETURN WALL

43

DSZ-SUB-42

REINFORCEMENT LIST AND SUMMARY OF ABUTMENT

44

DSZ-SUB-43

REINFORCEMENT LIST AND SUMMARY OF ABUTMENT

45

DSZ-SUB-44

REINFORCEMENT LIST AND SUMMARY OF RETURN WALL

46

DSZ-SUB-45

REINFORCEMENT LIST AND SUMMARY OF RETURN WALL

DRAWING NUMBERDESCRIPTION SL

DRAWING LIST

SHEET CONTENTS :

GENERAL NOTES


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

DSZ-DL-01B







DOPSHARI, PARO



A. GENERAL

4. IN THIS DRAWING, SPLICE LENGTH OF "CLASS C" FOR REINFORCEMENT

BAR WAS ADOPTED.

5. CLEAR CONCRETE COVER TO REINFORCING STEEL SHALL BE

MAINTAINED AS FOLLOWS UNLESS OTHERWISE SHOWN IN THE

DRAWINGS OR DIRECTED BY ENGINEER.

* GIRDER, CROSS GIRDER (ALL SIDES) = 30 MM

* DECK SLAB AND KERB BEAM (ALL SIDES) = 40 MM

* ABUTMENT WALL AND BASE SLAB(ALL SIDES) = 25 MM

* APPROACH SLAB (ALL SIDES) = 30 MM

6. SPECIFICALLY MADE COVER BLOCKS OF SAME STRENGTH AS THAT

OF CONCRETE SHALL BE ONLY USED.

SPLICE LENGTH, mm

880

7.00

GENERAL NOTES FOR RCC CONSTRUCTION

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 ARE 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 CHAINAGE, 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. THE BRIDGE IS DESIGNED AS PER RELEVANT INDIAN ROAD CONGRESS (IRC) CODES

5. VEHICULAR LIVE LOAD: IRC 6: 2000 STANDARD LOAD

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 CUBE STRENGTH

IN (28 DAYS) IN MPa

GIRDER, CROSS GIRDER AND SEISMIC

ARRESTOR BLOCK M35 AS PER IS: 456

DECK SLAB, KERB BEAM AND RAIL POST M25 AS PER IS: 456

ABUTMENT WALL AND BASE SLAB M25 AS PER IS:456

APPROACH SLAB M25 AS PER IS: 456

C. REINFORCEMENT

1. ALL REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH

DEFORMED BARS (MIN fy 500 MPa).

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

3. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO

AASHTO/2007 AS SHOWN BELOW:

WATER TO BE USED IN THE CONCRETING AND CURING

SHALL BE PORTABLE WATER.

D. WATER

E. SUPERVISION

CONSTRUCTION WORK MUST BE SUPERVISED BY A

COMPETENT SUPERVISION ENGINEER.

BAR DIA.

mm

10 300

41212

73216

926

18

114420

1384

22

178725

224728

292732

374

538

957

1211

1495

1809

2337

2931

3828

DEV.

LENGTH, mmCLASS A

CLASS BCLASS C

300

317

563

713

880

1064

1374

1724

2252

220

317

563

713

1064

1374

1724

2252

CARRIAGE

WIDTH (m)

LOAD CAPACITY

SINGLE LANE CLASS 70R (WHEELED) OR

DOUBLE LANE CLASS A WHICHEVER IS

CRITICAL

NO. OF

LANE

2

F. PRESTRESSING TENDON

DETAIL NOTES ABOUT PRESTRESSING TENDON IS GIVEN IN

THE DRAWINGS.

SHEET CONTENTS :

GENERAL NOTES


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

DSZ-GN-02







DOPSHARI, PARO



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

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

T - HIGH YIELD DEFORMED BAR

Y - DEFORMED MS BAR

R - ROUND MS BAR

INDICATES BAR CUT POINT

NOTES

GENERAL

ALL THE DIMENSIONS ARE IN MILLIMETER

UNLESS OTHERWISE MENTIONED.

SHAPE CODE & BAR SHAPE

THE STANDARD SHAPE CODES AND ITS METHOD

OF MEASUREMENT HAVE BEEN PREPARED AS

EUROPEAN STANDARD BS EN ISO 4006 : 2000.

BAR MARK

14-01-T 16-150-BACK

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

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

SHEET CONTENTS :

RCSD


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

DSZ-RCSD-03







DOPSHARI, PARO



94.479

50.000

55.000

95.330

95.784

30.000

35.000

60.000

94.237

94.499

40.000

45.000

94.390

94.274

95.994

95.916

94.485

94.626

94.604

94.853

94.798

94.819

94.918

94.94394.939

95.354

95.566

96.340

96.226

96.10

4

96.084

95.935

95.809

95.702

95.584

95.656

95.513

95.462

95.851 95

.948 95

.776 95

.805

95.666 95

.868

95.775

94.0

69

93.9

71

94.0

51

94.107

94.165

94.178

94.2

60

94.251

94.310

94.604

94.681

94.827

94.92394

.952

95.014

95.001

96.342

96.053

96.589

96.13

6

96.072

95.685

95.968

95.910

94.447

96.033

94.392

95.887

95

95

100

100

105105

110110

5.000

10.000

20.000

15.000

25.000

70.000

65.000

75.000

80.000

85.000

90.000

90.343

STAN ARL = 100.000

BM01RL = 98.573

FLOW DIRECTION

BM02RL = 98.251

TOWARDS PARO TOWN

TO

WA

RD

S D

ZO

NG

DESCRIPTION EAST NORTH ELEVATION REMARKS

STN01 1000.000 500.000 100.000 INSTRUMENT STATION

BM 01 978.930 495.927 98.573 BENCH MARK 1

BM 02 981.500 554.141 98.251 BENCH MARK 2

SHEET CONTENTS :

GENERAL PLAN


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:450

DESIGN

DRAWN

CHECKED

APPROVED

DSZ-GP-04





JULY, 2016

GENERAL PLAN

PRE-STRESSED CONCRETE GIRDER BRIDGE


DOPSHARI, PARO



Datum : 94.000

96.8

24

0.0

00

97.0

37

5.0

00

98.4

72

10.0

00

98.4

90

15.0

00

98.3

71

20.0

00

97.3

74

25.0

00

97.5

71

30.0

00

95.0

22

35.0

00

94.3

40

40.0

00

94.3

81

45.0

00

94.5

50

50.0

00

94.7

1955.0

00

97.9

04

60.0

00

100.0

00

63.9

28

100.0

39

65.0

00

100.0

93

70.0

00

100.2

80

75.0

00

101.968

80.0

00

104.7

07

85.0

00

108.6

22

90.0

00

110.5

09

93.3

43Chainage

LS 02 - Elevation

Horizontal Scale 1 : 100

Vertical Scale 1 : 100

LS 02

LWL = 94.747

HFL = 95.960

A DB C

CHAIN

AGE =

31.4

CHAIN

AGE =

60.5

RL =91.160m (PCC Top)

RL =91.960m (Slab Top)



RL =98.364m (Bearing Top/Bottom Level of Girder)

RL =98.310m (Top of Bearing Pedestal)

RL =98.185m (Bearing Seat Level)

RL =100.414 (Road Level)





0.5%

long.s

lope

1400

500

TOWARDS PARO TOWNTOWARDS DZONG

SHEET CONTENTS :

GENERAL

ELEVATION


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:175

DESIGN

DRAWN

CHECKED

APPROVED

DSZ-GE-05





JULY, 2016

GENERAL ELEVATION



DOPSHARI, PARO



LWL = 94.747

HFL = 95.960

A DB C

CHAIN

AGE =

31.4

CHAIN

AGE =

60.5













0.5%

long.s

lope

TOWARDS PARO TOWNTOWARDS DZONG

SHEET CONTENTS :

GENERAL

ELEVATION


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:175

DESIGN

DRAWN

CHECKED

APPROVED

DSZ-GE-06





JULY, 2016

GENERAL ELEVATION



DOPSHARI, PARO



A D

1

2

3

4

DECK OUT LINE RAILING (GRC MADE)

KREB BEAM (350X350)

TABLE 1: CONCRETE SCHEDULE FOR MAIN GIRDERS AND CROSS GIRDERS

450

9700 9700

C

29100

B

10

45

0

13

25

26

00

26

00

26

00

13

25

11

00

76

0

11

00

76

0

11

00

76

0

11

00

76

01

50

01

50

01

50

0

17

0

17

0

17

0

17

0

17

0

17

0

17

0

17

0

2000

400

1000 7000 300 9400 300 7000 1000 2000

400

MID CROSS GIRDER END CROSS GIRDEREND CROSS GIRDER

9700 450

250

250

25

0

25

0

25

0

X

X

Y

Y

TYPE NO NO. OF SPAN SIZE, mm VOLUME, M3 MATERIAL

MAIN GIRDERS 4 1 GIRDERS 121.01 M35

END CROSS GIRDERS

MID CROSS GIRDERS

2 1 GIRDERS 6.89 M35

2 1 GIRDERS 5.17 M35

250

400

30000

1350

NOTES

GENERAL

1. ALL THE DIMENSIONS ARE IN MILLIMETER


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 = 35 MPa. [UNLESS

OTHERWISE MENTIONED IN THE

SPECIFICATION, THE TRIAL MIX

DESIGN STRENGTH SHALL BE

43.25 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.

SHEET CONTENTS :

GIRDER PLAN


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

DSZ-SUP-07







DOPSHARI, PARO



CROSS SECTION AT ENDS: Section X-X

CROSS SECTION AT MID SPAN: Section Y-Y

1 2 3 4

1 2 3 4℄OF DECK

℄OF DECK

A

A

B

B

Detail A'Detail A

Detail B'Detail B

Detail A

Detail A'

Detail B Detail B'

Section A-A Section B-B

100

900

100

50

90

1640

170 760 170

760

1000

100

50

90

1640

24

760

170 760

220

1560

400

150

1780

220

1560

300

1780

100

900

100

50

90

1420

425 250 425

220

255 250 255

140

80

1120

220

220

1780

1000

100

50

90

1420

220

1780

425 250 425

140

80

1120

220

220

760760

1325 2600 2600 2600 1325

949 760 1840 760 1840 760 1840 760 941

5225 5225

1325 2600 2600 2600 1325

945 760 1840 760 1840 760 1840 760 945

5225 5225

1616

SHEET CONTENTS :

GIRDER SECTION


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

DSZ-SUP-08







DOPSHARI, PARO



JULY, 2016

2%

X

-S

LO

PE

2%

X

-S

LO

PE

DRAINAGE SPOUT

CENTERLINE OF THE BRIDGE

DECK PLAN

A D

E

ELEVATION VIEW E-E

B C

250

400 1350 1000 7000

300

9400

300

7000 1000 1350 400

250

9700 9700 9700

450 2050 5000 5000 5000 5000 5000 2050 450

30000

CA

RR

IA

GE

W

ID

TH

7000

FO

OT

PA

TH

1725

FO

OT

PA

TH

1725

350

1125

7000

1125

350

250

250

RAILING POST(32 Nos.), 31@960=29760

E

SHEET CONTENTS :

DECK SLAB PLAN

&

LONGITUDINAL

SECTION


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED TSHEWANG DORJII (Chief Engineer)




DSZ-SUP-09



DOPSHARI, PARO



JULY, 2016

CROSS SECTION AT ENDS

CROSS SECTION AT MID SPAN

℄

DETAIL 1

350 1375 3500 3500 1375 350

1725 7000 1725

10450

945 760 1840 760 1840 760 1840 760 945

1325 2600 2600 2600 1325

350 1375 3500 3500 1375 350

1725 7000 1725

10450

945 760 1840 760 1840 760 1840 760 945

1325 2600 2600 2600 1325

NOTES

GENERAL











MATERIALS






43.25 MPa]


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




DETAIL 1

200 1225

50

1125

50

350

200

150x150 GFRC

RAILING POST

100 Ø PVC

DRAIN PIPE

FOOTPATH SLAB

FOOTPATH

SLAB REST

WEARING

COURSE

DRAINAGE

SPOUT

30 Ø HDPE

RAIN WATER PIPE

SLOPE FOR SMOOTH

DRAINAGE OF RAIN WATER

DECK SLAB

100

SHEET CONTENTS :

SECTION

OF

BRIDGE


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-10



DOPSHARI, PARO



JULY, 2016

℄OF BRIDGE

3x2x2=12-01-T20-BOTT.

3x2=6-1a-T20-BOTT.2x2=4-1b-T20-BOTT.2-1c-T20-BOTT.

16x2=32-04-T16-125-BOTT. 1x2=2-(13-20)-T16-125-BOTT. 58x2=116-12-T12-200-BOTT.

GIRDER PLAN SHOWING BOTTOM REINFORCEMENT

SCALE 1:45

1500

(SPLICE LENGTH)

1500 (SPLICE)

H

H

I

I

13x2=26-08-T16-150

13x2=26-09-T20-150

6x2=12-8a-T16-200

6x2=12-9a-T20-200

58x2=116-8b-T12-200

58x2=116-9b-T16-200

600

(LAP LENGTH)

400

(LAP LENGTH)

10x2=20-02-T10-150-FE

2x10=20-2a-T10-150-FM

96x2=192-03-T16-150

10x2x2=40-05-T12-150

4x2=8-06-T12

2x1=2-6a-T12

1x2=2-(13-20)-T16-125-BOTT.

GIRDER PLAN SHOWING BOTTOM WEB REINFORCEMENT

SCALE 1:45

2x2=4-10-T12

1x2=2-11-T12

300

300

50

50

℄OF CROSS GIRDER

℄OF BRIDGE

℄OF CROSS GIRDER

3x2x2=12-01-T20-BOTT.

3x2=6-1a-T20-BOTT.

2x2=4-1b-T20-BOTT.

2-1c-T20-BOTT.

10x2=20-02-T10-150-FE

20-2a-T10-150-FM

96x2=192-03-T16-150

96x2=192-3a-T16-150

16x2=32-04-T16-125

10x2x2=40-05-T12-150

4x2=8-06-T122x2=4-6a-T12

4x2=8-07-T12

2x2=4-7a-T12

13x2=26-08-T16-150 +

6x2=12-8a-T16-150

50x2=116-8b-T12-200

13x2=26-09-T20-150 +

6x2=12-9a-T20-150

58x2=116-9b-T16-200

2x2=4-10-T12

1x2=2-11-T12

58x2=116-12-T12-BOTT.

SECTION H-H

SCALE 1:25

SECTION I-I

SCALE 1:25

MESH TYPE 'A'

NOTES

GENERAL











MATERIALS






43.25 MPa]


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




NOS. OF BAR

BAR MARK

40-01-T 12-150-BOTT.

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

COVERING

1. GIRDER (ALL SIDES) = 30 MM

2. CROSS GIRDER (ALL SIDES0 = 30MM


Y - DEFORMED MS BAR

R - ROUND MS BAR


SHEET CONTENTS :

REINFORCEMENT

DETAILS OF

MAIN

GIRDER


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-11



DOPSHARI, PARO



JULY, 2016

NOS. OF BAR

BAR MARK

40-01-T 12-150-BOTT.

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

NOTES

GENERAL











MATERIALS






43.25 MPa]


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




COVERING

MAIN GIRDER (ALL SIDES) = 30 MM

CROSS GIRDER (ALL SIDES) = 30 MM


Y - DEFORMED MS BAR

R - ROUND MS BAR


SHEET CONTENTS :

RENF. LIST

&

SUMMARY OF

MAIN GIRDER


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-12



DOPSHARI, PARO



JULY, 2016

NOS. OF BAR

BAR MARK

40-01-T 12-150-BOTT.

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

NOTES

GENERAL











MATERIALS






43.25 MPa]


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




COVERING




Y - DEFORMED MS BAR

R - ROUND MS BAR


SHEET CONTENTS :

RENF. LIST

&

SUMMARY OF

MAIN GIRDER


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-13



DOPSHARI, PARO



JULY, 2016

K

K

20x3=60-2c-T12-EQ-CG-2

4x3=12-1c-T16-EQ-CG-2

REINF. ELEVATION OF MID DIAPHRAGM

SCALE 1:35

4x2=8-1a-T16-EQ-CG-2

4x2=8-1e-T16-EQ-CG-2

20x2=40-2a-T12-EQ-CG-2

20x2=40-2e-T12-EQ-CG-2

J

J

4x3=12-1b-T16-EQ-CG-1

20x3=60-2b-T12-EQ-CG-1

REINF. ELEVATION OF END DIAPHRAGM

SCALE 1:35

4x2=8-01-T16-EQ-CG-1

4x2=8-1d-T16-EQ-CG-1

20x2=40-02-T12-EQ-CG-120x2=40-2d-T12-EQ-CG-1

16x3=48-03-T10-150-CG-116x3=48-03-T10-150-CG-1 16x3=48-03-T10-150-CG-1

16x3=48-3a-T10-150-CG-2

16x3=48-3a-T10-150-CG-2

16x3=48-3a-T10-150-CG-2

NOS. OF BAR

BAR MARK

40-01-T 12-150-BOTT.

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

NOTES

GENERAL











MATERIALS






43.25 MPa]


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




COVERING

1. GIRDER (ALL SIDES) = 30 MM

2. CROSS GIRDER (ALL SIDES0 = 30MM

SECTION J-J (CG-1)

SCALE 1:25

01, 1b, 1d

02, 2b, 2d

120

590

03

1a, 1c, 1e

2a, 2c, 2e

3a

150 150

SECTION K-K (CG-1)

SCALE 1:25

1560

SHEET CONTENTS :

CROSS GIRDER

REINFORCEMENT

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-14



DOPSHARI, PARO



JULY, 2016

NOS. OF BAR

BAR MARK

40-01-T 12-150-BOTT.

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

NOTES

GENERAL











MATERIALS






43.25 MPa]


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




COVERING




Y - DEFORMED MS BAR

R - ROUND MS BAR


SHEET CONTENTS :

RENF. LIST

&

SUMMARY OF

MAIN GIRDER


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-15



DOPSHARI, PARO



JULY, 2016

500 (SPLICE LENGTH)

60

0

(S

PL

IC

E L

EN

GT

H)

240-01-T12-125-BOTT.

240-1a-T12-125-BOTT.

240-1a-T12-125-BOTT.

300-02-T16-100-TOP

65-4-T16-150-TOP

65-3-T12-150-BOTT.65-3a-T16-150-BOTT.

65-3b-T12-150-BOTT.

65-4a-T12-150-TOP 65-4b-T16-150-TOP

K

K

L

L

500 (SPLICE LENGTH)

(SPLICE LENGTH)500

(SPLICE LENGTH)500

REINFORCEMENT PLAN OF DECK SLAB

DECK SLAB

TABLE 2: CONCRETE SCHEDULE FOR DECK SLAB AND KERB BEAM

TYPE NO

1

SIZE, mm

10450X220

VOLUME, m3

68.97

MATERIAL

M25

MANUFACTURER

CAST IN PLACE CONCRETE

NO. OF SPAN

1

OUTER KERB BEAM

INNER KERB BEAM

2 350X350 7.35 M25CAST IN PLACE CONCRETE

1

2 250X350 5.25M25

CAST IN PLACE CONCRETE1

NOTES

GENERAL











MATERIALS






31.6 MPa]


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




NOS. OF BAR

BAR MARK

40-01-T 12-150-BOTT.

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

COVERING

1. DECK SLAB (ALL SIDES) = 40 MM

2. KERB BEAMN (ALL SIDES) = 30 MM


Y - DEFORMED MS BAR

R - ROUND MS BAR


SHEET CONTENTS :

REINFORCEMENT

DETAILS OF

DECK SLAB (01)


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-16



DOPSHARI, PARO



JULY, 2016

DECK SLAB

TABLE 2: CONCRETE SCHEDULE FOR DECK SLAB AND KERB BEAM

TYPE NO

1

SIZE, mm

10450X220

VOLUME, m3

68.97

MATERIAL

M25

MANUFACTURER


NO. OF SPAN

1

OUTER KERB BEAM

INNER KERB BEAM

2 350X350 7.35 M25CAST IN PLACE CONCRETE

1

2 250X350 5.25M25

CAST IN PLACE CONCRETE1

REINFORCEMENT PLAN OF DECK SLAB

END SECTION (Section K-K)

MID SECTION (Section L-L)

240-01-T12-125-BOTT. 240-01a-T12-125-BOTT.

240-01a-T12-125-BOTT.

240-02-T16-125-TOP

65-03-T12-150-BOTT.

65-04-T16-150-TOP

04

04

9x30=270-05-T16-1000-CHAIRS30-5a-T16-1000-CHAIRS30-5a-T16-1000-CHAIRS

240-01-T12-125-BOTT. 240-01a-T12-125-BOTT.

240-01a-T12-125-BOTT.

300-02-T12-100-TOP

65-03a-T16-150-BOTT.

65-04a-T12-150-TOP

DETAIL

A

30-5a-T16-1000-CHAIRS 30-5a-T16-1000-CHAIRS9x30=270-05-T16-1000-CHAIRS

1725

DETAIL

B

4-01-T20-EQ-TOP

4-02-T20-EQ-TOP

4-02a-T20-EQ-TOP

2-05a-T10-FACE

150-04-T12-200

2-05-T10-FACE

150-03-T12-200

75

50

DETAIL - B

SCALE 1:15

75

4-01a-T20-EQ-TOP

2-10a-T10-FACE

3-06-T20-EQ-TOP

3-06a-T20-EQ-TOP

2-07a-T20-EQ-TOP

DETAIL - A

SCALE 1:15

2-07-T20-EQ-TOP

150-09-T12-200

150-08-T12-200

2-10-T10-FACE

50

100

10

0

100

NOTES

GENERAL











MATERIALS






31.6 MPa]


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




NOS. OF BAR

BAR MARK

40-01-T 12-150-BOTT.

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

COVERING

1. DECK SLAB (ALL SIDES) = 40 MM

2. KERB BEAMN (ALL SIDES) = 30 MM


Y - DEFORMED MS BAR

R - ROUND MS BAR


SHEET CONTENTS :

REINFORCEMENT

DETAILS OF

DECK SLAB (02)


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-17



DOPSHARI, PARO



JULY, 2016

NOS. OF BAR

BAR MARK

40-01-T 12-150-BOTT.

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

NOTES

GENERAL











MATERIALS






31.6 MPa]


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




COVERING

1. DECK SLAB(ALL SIDES) = 40 MM

2. KERB BEAM(ALL SIDES) = 30MM

SHEET CONTENTS :

RENF. LIST

&

SUMMARY OF

DECK SLAB


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-18



DOPSHARI, PARO



JULY, 2016

NOS. OF BAR

BAR MARK

40-01-T 12-150-BOTT.

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

NOTES

GENERAL











MATERIALS






31.6 MPa]


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




COVERING

1. DECK SLAB(ALL SIDES) = 40 MM

2. KERB BEAM(ALL SIDES) = 30MM

SHEET CONTENTS :

RENF. LIST &

SUMMARY OF

KERB BEAMN ON

DECK SLAB


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-19



DOPSHARI, PARO



JULY, 2016

T5

T4

T3

T2

T1

℄OF

B

RID

GE

TENDON LAYOUT IN PLAN

450 14550

15000

SHEET CONTENTS :

TENDON LAYOUT

PLAN


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-20



DOPSHARI, PARO



JULY, 2016

450

15000

0 15000

TENDON LAYOUT IN ELEVATION

SCALE 1:45

C

L

OF

B

RID

GE

10.39°

5.79°

4

.

1

4

°

2

.

4

2

°

T1T2

T4T5

MESH TYPE 'B'

8.20°

T3

135001150090007500150006000450030001500

CROSS SECTION AT ENDS

CROSS SECTION AT MID SPAN

1 2 3 4

1 2 3 4℄

℄

Detail C

Detail D

PRESTRESSING

TENDONS

MAIN GIRDER

RAIL POST

FOOTPATH SLAB

WEARING COURSE

DECK SLAB

CROSS GIRDERS

KE

RB

B

EA

M

RAIL POST

FOOTPATH SLAB

WEARING COURSE

DECK SLAB

CROSS GIRDERS

KE

RB

B

EA

M

PRESTRESSING

TENDONS

4 2 3 51

1

2

3

4

5

DETAIL C

SCALE 1:18

1

2

3

4

54 2 3 51

DETAIL D

SCALE 1:18

SHEET CONTENTS :

PROFILE OF

TENDON


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-21



DOPSHARI, PARO



JULY, 2016

SL.No.Distance (x)from the end (mm)

Emergence angle( -degree)

Elongation at each endexcluding grip( -in "mm")

1

2

3

4

5

6

7

8

9

0

1500

3000

4500

6000

7500

9000

10500

12000

0 1480

1222

990

786

610

460

338

242

174

1. Tendon T1Distance (Y)from center ofdeck slab to left (mm)

Distance (Z)from top ofdeck slab (mm)

TENDON PROFILE COORDINATES

10

11 15000

13500

0

0

0

0

0

0

0

0

0

0

134

120

10.39 100.47




1

2

3

4

5

6

7

8

9

0

1500

3000

4500

6000

7500

9000

10500

12000

0 1185

983

802

642

502

386

290

216

163

8.20



10

11 15000

13500

-25

-47

-66

-83

-98

-109

-118

-125

-129

-130

131

120

100.76




1

2

3

4

5

6

7

8

9

0

1500

3000

4500

6000

7500

9000

10500

12000

0 890

744

613

497

397

313

243

189

151

5.97



10

11 15000

13500

25

47

66

83

98

109

118

125

129

130

128

120

101.06




2

1

3

4

5

6

7

8

0

9

1500

3000

4500

6000

7500

9000

10500

12000

0 595

505

424

353

291

239

196

163

139



10

11 15000

13500

-49

-94

-133

-166

-195

-218

-237

-250

-257

-260

125

120

4.14 101.36



1

2

3

4

5

6

7

8

9

0

1500

3000

4500

6000

7500

9000

10500

12000

300

266

135

208

185

165

145

136

127

2.42



10

11 15000

13500 122

120

0

49

94

133

166

195

218

237

250

257

260

101.74


SHEET CONTENTS :

TENDON

COORDINATES


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-22



DOPSHARI, PARO



JULY, 2016

NOTES:

1. Tendon layout is shown for one typical web. The number and size of tendons in each web are specified in the tendon table.

2. Prestressing steel shall be low relaxation 7-wire strands. The tendon shall be standard 12k13 or equivalent with 12 strands per tendon.

3. The tendons shall be grade 1860mpa as per euronorm 138-6/79 super with nominal section area 100mm2 or grade 270K as per A.S.T.M A416

80 with nominal section area 98.71mm2.

4. The guaranteed ultimate tensile load shall be 186KN per strand.

5. The tendons shall be tensioned symmetrically about center line of the box. Initial stressing force shall be equivalent to 139.5KN per strand after seating losses.

6. The tendon profile shall be smooth parabolic curve between specified control points shown in the profile drawing.

7. If the calculated elongation is reached before the calculated gauge pressure is obtained, continue tensioning till attaining the calculated guage pressure, provided the elongation does not exceed 1.05 times the calculated elongation. If this elongation is achieved before the calculated guage pressure is attained, stop stressing and inform the engineer.

8. If the calculated elongation has not been reached continue tensioning by interval of 5Kg/sq.cm until the calculated elongation reached provided the gauge pressure does not exceed 1.05 times the calculated gauge pressure.

9. If the elongation at 1.05 times the calculated gauge pressure is less than 0.95 times the calculated elongation, the following measurement must be taken, in succession, to define the cause of this lack of elongation;

* recalibrate the pressure gauge, * check the correct functioning of the jack, pump and leads, * de-tension the cable, slide it in its duct to check that it is not blocked by mortar which has entered through holes in the sheath, re-tension the cable, if free.

10. If the required elongation is not obtained , further finishing operations such as cutting or sealing, should not be undertaken without the approval of the engineer.

SHEET CONTENTS :

NOTES FOR

PRESTRESSING

TENDONS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUP-23



DOPSHARI, PARO



JULY, 2016

1DETAIL 'C'

Kerb beam

12mm Ø rod

Jushing

Jushing

Tsegye

Buden

Kachu

Tahji

Mala (Threm)

Thrangcho

DETAIL 'C'

SCALE 1:14

960

960960

PLAN OF RAILING

ELEVATION OF RAILING

ON DECK SLAB

Section of Hand rail Assembly

156

155

305

120

135

120

150 810 150 810 150

1213

150

62

120

54

238

54

24

144

1213

935

935935

PLAN OF RAILING

ELEVATION OF RAILING

ON APPROACH SLAB

156

155

305

120

135

120

150 785 150 785 150

1213

150

62

120

54

238

54

24

144

SHEET CONTENTS :

RAILING DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-RLG-24



DOPSHARI, PARO



JULY, 2016

NOTES:

RAILINGS TO BE CONSTRUCTED WITH

GLASS FIBER REINFORCED CONCRETE (GFRC).

1225

500

100

1225

100

500

4-02-T10-150-TOP4-01-T10-150-BOTT.

9-04-T10-140-TOP

9-03-T10-140-BOTT.

4-01-T10-150-BOTT.

4-02-T10-150-TOP

9-04-T10-140-TOP

9-03-T10-140-BOTT.

0204

01 03

SECTION V - V

200

50

300

1225

100

1725

FOOTPATH PLAN

SIDE ELEVATION

FRONT ELEAVTION

FOOTPATH SLAB REINF.

SECTION U-U

SECTION V-V

V

V

UU

SECTION R-R

960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960

31@960=29760

1225

200

300

350

1125

250

1725

℄OF

B

RID

GE

FOOTPATH SLAB PLAN

R

R

120

NOS. OF BAR

BAR MARK

40-01-T 12-150-BOTT.

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

NOTES

GENERAL











MATERIALS






31.6 MPa]


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




COVERING

FOOT PATH SLAB (ALL SIDES) = 25 MM


Y - DEFORMED MS BAR

R - ROUND MS BAR


FOOTPATH SLAB

TABLE 3: CONCRETE SCHEDULE FOR FOOTPATH SLAB

TYPE NO

60X2

SIZE, mm

1000X500

VOLUME, m3

7.35

MATERIAL

M25

MANUFACTURER

PRE-CAST CONCRETE

SHEET CONTENTS :

FOOTPATH

SLAB

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-FP-25



DOPSHARI, PARO



JULY, 2016

TABLE 4: CONCRETE SCHEDULE FOR SEISMIC ARRESTOR BLOCK (SAB)

TYPE NO SIZE, mm VOLUME, m3 MATERIAL MANUFACTURER

SAB

4 1000X600 2.40 M35 CAST IN PLACE CONCRETE

10

00

PLAN IN TRANSVERSE

DIRECTION

ELEVATION ALONG

LONGITUDINAL DIRECTION

ELEVATION ALONG

TRANSVERSE DIRECTION

10

00

1000

10

00

600

600


Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

7-02-T 20-150

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

NOTES

GENERAL











MATERIALS


IN CUBE, fck = 35 MPa.


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




COVERING

SEISMIC ARRESTOR BLOCK

(ALL SIDES) = 30 MM

REINFORCEMENT DETAILS

OF SEISMIC ARRESTOR BLOCK

4-01-T

20-E

Q

7-03-T16-140-STIRRUPS

7-02-T

20-E

Q


880

880

8 8

SECTION 8-8

SCALE 1:25

7-02-T20-EQ

7-02-T20-EQ

4-0

1-T

20

-E

Q

4-0

1-T

20

-E

Q

03-STIRRUPS

SHEET CONTENTS :

SEISMIC

ARRESTOR

BLOCK DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DRAWN

CHECKED





May, 2016DSZ-SAB-26



DOPSHARI, PARO



JULY, 2016

NOTES

GENERAL











MATERIALS






31.6 MPa]


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

3. SPLICE LENGTH SHOULD BE PROVIDED

AS SHOWN IN THE GENERAL NOTES


Y - DEFORMED MS BAR

R - ROUND MS BAR


COVERING

FOOT PATH (ALL SIDES) = 30 MM

SEISMIC ARRESTOR BLOCK(ALL SIDES) =30 MM

BAR MARK

14-01-T 16-150-BACK

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

SHEET CONTENTS :

RENF. LIST

&

SUMMARY OF

FOOTPATH SLAB


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SAB-27



DOPSHARI, PARO



JULY, 2016

FRONT FACE OF DIRTWALL

BACK FACE OF DIRTWALL

50

500

85

00

50

09

50

05

00

INNER FACE OF KERB BEAM

INNER FACE OF RETURN WALL



APPROACH SLAB PLAN

AA

L-DRAIN ON APPROACH SLAB

L-DRAIN ON APPROACH SLAB

65

0

65

0

350 650 8450 650 350

500 9450 500

5%

SLO

PE

5%

SLO

PE

350 650 8450 650 350



5% SLOPE

5% SLOPE

5% SLOPE

5% SLOPE

5% SLOPE

5% SLOPE

B B

APPROACH SLAB

80 CM THICK

LEVELING CONCRETE

100 MM Ø SPRING COIL

MADE FROM 12 MM Ø BAR

SECTION OF APPROACH SLAB

Scale = 1:3

View A-A

80

30

0

50

4000

50

25

02

50

BA

CK

F

AC

E O

F D

IR

TW

AL

L

FR

ON

T F

AC

E O

F D

IR

TW

ALL

NOTES

GENERAL











MATERIALS




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




COVERING

APPROACH SLAB (ALL SIDES) = 30 MM

BAR MARK

14-01-T 16-150-BACK

NOS. OF BAR

BAR MARK

LOCATION / REMARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

SHEET CONTENTS :

APPROACH SLAB


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-APS-28



DOPSHARI, PARO



JULY, 2016

26-02-T

12-150-B

OT

TO

M

26-04-T

12-150-T

OP

63-01-T

12-150-B

OT

TO

M

63-03-T

12-150-T

OP

63-01-T12-150-BOTTOM 26-02-T12-150-BOTTOM

63-03-T12-150-TOP

26-04-T12-150-TOP

6X15=90-05-T16-600-CHAIRS (BOTH WAYS)

REINFORCEMENT DETAILS OF

APPROACH SLAB

Scale = 1:3

5 @

5

0 =

2

50

Ø 1

00

22 Ø 100 SPRING COIL

APPROACH SLAB

TABLE 5: CONCRETE SCHEDULE FOR APPROACH SLAB

TYPE NO

2

SIZE, mm

9500X3000

VOLUME, m3

22.80

MATERIAL

M25

MANUFACTURER


NOTES

GENERAL











MATERIALS




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




COVERING

APPROACH SLAB (ALL SIDES) = 30 MM

BAR MARK

14-01-T 16-150-BACK

NOS. OF BAR

BAR MARK

LOCATION / REMARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

SHEET CONTENTS :

REINFORCEMENT

DETAILS OF

APPROACH SLAB


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-APS-29



DOPSHARI, PARO



JULY, 2016

4000

50

500

350

150

9500

150

350

500

9500

500





KERB BEAM PLAN

4550

B B

FRONT FACE OF DIRTWALL

BACK FACE OF DIRTWALL

4-01-T20-EQ-BOTT.

4-02-T20-EQ-TOP

2-03-T12-EQ-FACE

15

-0

4-T

T1

2-2

00

-S

TIR

RU

PS

2X2=4-05-T16-EQ

D

D

REINF. OF KERB BEAM

SCALE 1:40

3000

KERB BEAM

BA

CK

FA

CE

O

F D

IR

TW

AL

L

FR

ON

T F

AC

E O

F D

IR

TW

AL

L

RETURN WALL

C

C

SECTION B-B

SCALE 1:40

ABUTMENT

350

35

0

KERB BEAM

RE

TU

RN

W

AL

L

SECTION

ROUGHENED

FOR KERB

CONSTRUCTION

SECTION C-C

SCALE 1:35

4-01-T20-EQ-BOTT.

4-02-T20-EQ-TOP


15X2=30-06-T16-200

2-03-T10-FACE

1000

SECTION D-D

SCALE 1:25

NOTES

GENERAL











MATERIALS






31.6 MPa]


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

3. SPLICE LENGTH SHOULD BE PROVIDED

AS SHOWN IN THE GENERAL NOTES


Y - DEFORMED MS BAR

R - ROUND MS BAR


COVERING

KERB BEAM ON APPROACH SLAB (ALL SIDES) = 30 MM

BAR MARK

14-01-T 16-150-BACK

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

KERB MEAN

TABLE 6: CONCRETE SCHEDULE FOR KERB MEAN ON APPROACH SLAB

TYPE NO

2

SIZE, mm

350X350

VOLUME, m3

1.47

MATERIAL

M25

MANUFACTURER


SHEET CONTENTS :

REINFORCEMENT

DETAILS OF

KERB BEAM ON

APPROACH SLAB


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-APS-30



DOPSHARI, PARO



JULY, 2016

UNIT WEIGHT OF REINFORCEMENT BAR

DIAMETER (IN MM) WEIGHT (KG/M)

10 0.617

12 0.888

16 1.578

20 2.466

25 3.853

NOTES

GENERAL


UNLESS OTHERWISE SPECIFIED.

2. DO NOT SCALE THE DRAWINGS.

USE THE GIVEN DIMENSIONS ONLY.


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 FOR

ABUTMENT AND RETURN WALL, fck = 25 MPa.


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

4. DETAILS OF STEEL IS MENTIONED IN THE

DRAWINGS AND ITS QUANTITY IN THE

BAR BENDING SCHEDULE.

COVERING

1. ABUTMENT WALL (ALL SIDES) = 75 MM

(UP TO OUTER FACE OF MAIN BAR)

2. RETURN WALL (ALL SIDES) = 75 MM


BAR MARK

41-01-T16-150-BOTT.

NOS. OF

BAR

BAR MARK

TYPE OF BAR DIA. OF BAR

SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


REBAR SCHEDULE OF APPROACH SLAB (TABLE 7)

Member

Bar

Mark

Type &

Size

Length of

each bar

(in mm)

Number of

members

Number of

bar in each

members

Total

number

of bars

Total length

(in mm)

SHAPE DETAILS

SHAPE

CODE

SHAPE

BENDING DIMENSION

ab

cd

e

ADDITIONAL INFORMATION

HOOK

STARTEND

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

SHEET CONTENTS :

REINF. LIST &

SUMMARY OF

APPROACH SLAB

AND KERB BEAM


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

WK-APS-31





a c

b

Return Wall 01 T12 4224 2 63 126 532224 21 192 3900 192 472.61 Bottom bar in longitudinal directionStd. - 90 deg. Std. - 90 deg.

a c

b

Return Wall 02 T12 9724 2 26 52 505648 21 192 9400 192 449.02 Bottom bar in transverse directionStd. - 90 deg. Std. - 90 deg.

a c

b

Return Wall 03 T12 4224 2 63 126 532224 21 256 3900 256 472.61 Top bar in longitudinal directionStd. - 90 deg. Std. - 90 deg.

a c

b

T12 21 192 192 Std. - 90 deg. Std. - 90 deg.

a c

b

Return Wall 05 T16 784 2 90 180 141120 21 100 192 200 222.69 ChairsStd. - 90 deg. Std. - 90 deg.

Return Wall 06 T20 500 2 38 76 38000 00 500 93.71 Vertical bar for connection of approach slab

a c

b

Return Wall 07 T12 250 2 76 152 38000 00 250 33.74

THIS SCHEDULE HAS BEEN PREPARED IN ACCORDANCE WITH ISO 4066:2000

TOTAL: 2193.40

Return Wall 04 9724 2 26 52 505648 9400 449.02 Top bar in transverse direction

192 100

a c

b

Spring coil for connection of approach slab

REBAR SCHEDULE OF KERB BEAM ON APPROACH SLAB (TABLE 8)

Member

Bar

Mark

Type &

Size

Length of

each bar

(in mm)

Number of

members

Number of

bar in each

members

Total

number

of bars

Total length

(in mm)

SHAPE DETAILS

SHAPE

CODE

SHAPE

BENDING DIMENSION

ab

cd

e


HOOK

STARTEND

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

a c

b

Return Wall 01 T20 4750 4 4 16 76000 21 200 4450 200 187.42 Bottom bar in longitudinal directionStd. - 90 deg. Std. - 90 deg.

a c

b

Return Wall 02 T20 4750 4 4 16 76000 21 200 4450 200 187.42 Top bar in longitudinal directionStd. - 90 deg. Std. - 90 deg.

a c

b

Return Wall 03 T12 4774 4 23 92 439208 21 192 4450 192 390.02 Face barStd. - 90 deg. Std. - 90 deg.

a c

b

T12 99 108 111 Std. - 90 deg. Std. - 135 deg.

a c

b

Return Wall 05 T16 1446 4 4 16 23136 11 256 1230 36.51 Vertical bar connecting into the dirt wallStd. - 90 deg.

Return Wall 06 T16 1446 4 26 104 150384 11 256 237.31 Vertical bar connecting into the return wall


TOTAL: 1067.99

Return Wall 04 359 4 23 92 33028 200 29.33 Stirrups

a c

b

1230 Std. - 90 deg.



DOPSHARI, PARO



JULY, 2016

NOTES

GENERAL











MATERIALS

1. STEEL : IS 226/ IS 808 GRADE 250

DECK PLAN

(Showing Drainage)

5000

DETAIL A

DRAINAGE SPOUT

11

DETAIL 'A'

SCALE 1:5

KERB BEAM

8-8mm ØBOLTS

3 NOS. M.S. FLAT BAR(5X25) IN EQUAL SPACE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

20X20X6 MSANGLE FRAME

SLOPE

SLOPE

SLOPE

SLOPE

SECTION 1-1

SCALE = 1:25

DETAIL B

KERB BEAM

3-5X25 MS FLAT BAR

IN EQUAL SPACE

110 100

100mm Ø PVC

DRAIN PIPE

DETAIL 'B'

SCALE 1:7

SEE DETAIL 'C'

100mm Ø STEEL PIPE

6 14

5X25 FLAT BAR

WELDED WITH

MS ANGLE

20X25X6

MS ANGLE

6 6

8mm Ø

GI BOLT

130X130X6

MS PLATE

WELDED

WITH PIPE

25

100

DETAIL 'C'

WELD TYPE

6

20

SHEET CONTENTS :

DRAINAGE

SPOUT

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-DR-32



DOPSHARI, PARO



JULY, 2016

TYPICAL DETAIL OF EXPANSION JOINT

(Scale: NTS

36

SHEET CONTENTS :

EXPANSION JOINT

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-EJ-34



DOPSHARI, PARO



JULY, 2016

AutoCAD SHX Text

RE BAR FROM DECK SLAB

AutoCAD SHX Text

L

AutoCAD SHX Text

END FACE OF DIRT WALL

AutoCAD SHX Text

END FACE OF GIRDER.

AutoCAD SHX Text

FORM WORK 3X12=36MM

AutoCAD SHX Text

ANCHOR LOOP

AutoCAD SHX Text

TOP OF

AutoCAD SHX Text

DECK SLAB

AutoCAD SHX Text

TOP OF WEARING

AutoCAD SHX Text

COAT

AutoCAD SHX Text

RE BAR FROM THE DIRT WALL

AutoCAD SHX Text

EXP. PROFILE

AutoCAD SHX Text

(NEOPRENE)

AutoCAD SHX Text

EDGE PROFILE

AutoCAD SHX Text

ANCHOR

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

C

AutoCAD SHX Text

TOP OF WEARING

AutoCAD SHX Text

COAT

AutoCAD SHX Text

APPROACH SLAB

AutoCAD SHX Text

DECK SLAB

AutoCAD SHX Text

DIRT WALL

DRAIN ON APPROACH SLAB

APPROACH SLAB

FILL UP BELOW

APPROACH SLAB

SLOPE MAINTAINED ON APPROACH

SLAB AND RETURN WALL FOR DRAIN

650

1000

KERB BEAM

RETURN WALL

TOTAL LENGTH OF DRAIN

5% SLO

PE

350

35

0

30

0

750250

1000

35

0

RRM IN CM 1:4

15 CM THICK PCC

STONE SOLING

WEARING

COURSE OF ROAD

COMPONENTS OF ROAD

PAVEMENT BELOW

WEARING COURSE

DRAIN ON APPROACH ROAD

200 300 200

700

300

100

400

RRM in CM 1:4

10cm thick PCC

CROSS SECTION OF U-SHAPED

DRAIN FROM COLLECTION CHAMBER

125 75300

75125

700

125

75

300

75

125

700

S

S

260

100

40

300

400

125 75300

75 125

700

PLAN (TOP VIEW) OF COLLECTION CHAMBER

SECTION "S - S"

Cover to

collection chamber

RRM in CM 1:4

PCC for levelling

Area to rest cover

SHEET CONTENTS :

DETAILS

OF

DRAIN


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-DR-33



DOPSHARI, PARO



JULY, 2016

L = 220

W = 5

60

t = 54

ELASTOMERIC BEARINGSCALE 1:10

SEE DETAIL 'A'

66

1010

10

33

33

DETAIL 'A'(SCALE 1:5)

STEEL PLATEELASTOMER

54

DECK TOP

TOP OF WEARING COURSE

DIRT / BACK WALL

CROSS GIRDER

ELASTOMERIC

BEARING

BEARING SEAT

ABUTMENT WALL

MAIN GIRDER

C

L

OF BEARING

W

X X

GIRDER

OUTLINE

BACK FACE

OF DIRT WALL

ABUTMENT WALL

FRONT FACE

OF DIRT WALL

C

L

OF BEARING

BEARING SEAT

BEARING

PLAN OF BEARING

(PLAN OVER ABUTMENT)

SECTION X - X

Unless otherwise mentioned in the technical specification, the

propoerties and test requirements all elastrometric bearings shall

follow:

a. shear modulus of elastromer be in the range of 1-1.3 MPa

b. minimum yield strength of reinforcing steel shall be fy=240 MPa

EXPANSION JOINT

13

50

26

00

26

00

26

00

13

50

220

56

0

1000

86

0

1000

150

350 500

2000

10

50

0

17

40

1.5% SLOPE

1.5% SLOPE

1.5% SLOPE

L

60

0

SEISMIC ARRESTOR

BLOCK

1000

SHEET CONTENTS :

BEARING

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





DSZ-SUB-35



DOPSHARI, PARO



JULY, 2016

NOTES

GENERAL



2. DO NOT SCALE THIS DRAWINGS. USE GIVEN

DIMENSIONS ONLY.



DIMENSIONS, LEVELS AND MEASUREMENTS.

DISCREPANCY IF ANY TO BE REPORTED TO

THE ENGINEER BEFORE EXECUTION.

MATERIALS

1. CONCRETE 28 DAYS STRENGTH IN CUBE,

fck = 30 MPa

2. YIELD STRENGTH OF STEEL, fy = 500 MPa

(GRADE Fe 500, IS 1786)


DRAWINGS AND ITS QUANTITY IN THE BAR

BENDING SCHEDULE.

4. CONCRETE SHALL BE DESIGN MIX AND

HAVE MINIMUM 28 DAYS SPECIFIED

COMPRESSIVE STRENGTH OF 25 MPa.

5. BACK FILLING BEHIND ABUTMENT AND

RETURN WALL SHALL BE PROVIDED WITH

SELECTED GRANULAR MATERIALS HAVING

PROPERTIES C=0, Ø=30°, d=20KN/M3

6. WEEP HOLES AT 1500MM C/C VERTICALLY

AND 1000MM C/C HORIZONTALLY SHALL BE

PROVIDED IN RCC SOLID RETURN WALLS

FROM LWL TO HFL.

7. WATER TO BE USED IN CONCRETE SHALL

MEET THE REQUIREMENT OF IS STANDARD.

COVERING

1. ABUTMENT (ALL SIDES) =75MM

2. RETURN WALL (ALL SIDES) =75MM

100

3000 1000 1000

100

5000

10

0

50

09

50

05

00

10

0

10

50

0

BOTTOM FOOTING PLAN

100

3000 1000 1000

100

5000

10

0

50

09

50

05

00

10

0

10

50

0

℄OF

ABUT

MENT

℄OF

B

EA

RIN

G℄O

F B

EA

RIN

G℄O

F B

EA

RIN

G℄O

F B

EA

RIN

G

10

0

13

50

26

00

26

00

26

00

13

50

10

0

1

1

TOP FOOTING PLAN1

50

150

150

15

0

2

2

3 3

SHEET CONTENTS :

FOOTING PLAN

OF

ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:55

DESIGN

DRAWN

CHECKED





DSZ-SUB-36



DOPSHARI, PARO



JULY, 2016

15

00

1500

VIEW 2-2

100

500 500 4250 4250 500 500

100

10500

10

0

80

01

50

01

50

01

50

0

2000

15

00

1500 1500 1500 2000

1250 1500 1500 1500 1250

60

43

50

92

54

500 mm thick

filter material

25

1725 7000 1725

25

10450

100

10500

100

10

0

80

06

20

0

15

05

4

17

80

22

0

35

0

70

00

20

4

20

00

VIEW 1-1

NOTES

GENERAL




DIMENSIONS ONLY.

3. GRADE OF CONCRETE FOR

SUBSTRUCTURES SHALL BE OF MINIMUM 28

DAYS CUBE STRENGTH AS FOLLOWS

· ABUTMENT STEM : M30

· ABUTMENT CAP : M30

· DIRT WALL : M30

· APPROACH SLAB : M25

· RETURN WALL : M30

MATERIALS


fck = 30 MPa


(GRADE Fe 500, IS 1786)



BENDING SCHEDULE.

COVERING



SHEET CONTENTS :

FRONT ELEVATION

AND

SECTION OF

ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:65

DESIGN

DRAWN

CHECKED





DSZ-SUB-37



DOPSHARI, PARO



JULY, 2016

NOTES

GENERAL




DIMENSIONS ONLY.






MATERIALS


fck = 30 MPa


(GRADE Fe 500, IS 1786)



BENDING SCHEDULE.











FROM LWL TO HFL.



COVERING



100

3000 1000 1000

100

5000

100

800

6200

7000

℄OF

ABUT

MENT

Construction Joint

SIDE ELEVATION

1000 1000 1000

500 1000 1000 500

150

800

1500

1500

1500

1500

1500

604

350

1050

5% slope

5400

Construction Joint

VIEW 3-3

5% slope

100

800

5400

500

1404

500

300

350

600

1500

1500

1500

1100

150

54

2050

7000

9254

100 3000 1000 1000

1005000

500 mm thick

filter material

SHEET CONTENTS :

SIDE ELEVATION

AND

SECTION OF

ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:50

DESIGN

DRAWN

CHECKED





DSZ-SUB-38



DOPSHARI, PARO



JULY, 2016

REINFORCEMENT DETAILS

41-11-T16-150-VALLEY

74-01-T16-140-BOTTOM

49-02-T16-100-BOTTOM

74-03-T16-140-TOP

9-04(B)-T16-100-TOP29-04(A)-T16-100-TOP

10-05-T12-EQ-FACE

10-05-T12-EQ-FACE

10-06-T12-EQ-FACE

9X19=172-07(A)-T12-400-STIRRUPS

9X18=162-07(B)-T12-400-STIRRUPS

104-08-T20-100-BACKFILL 52-09-T20-200-VALLEY

36-10-T16-150-BACKFILL

10-12-T12-EQ-FACE

9X26=234-13(B)-600-STIRRUPS

9x26=234-13(A)-600-STIRRUPS

5-14-T16-EQ-ABT CAP

104-15-T12-100-BRIDGE SEAT

7-16-T12-150-BRIDGE SEAT

104-17-T12-100-BACK

52-18-T12-200-VALLEY

21-19-T12-150-VALLEY

14-20-T12-150-VALLEY

104-21-T12-100-HAUNCH

4-22-T12-150

4-23-T12-EQ

30

0

6

6

3

880

880

NOTES

GENERAL




DIMENSIONS ONLY.






MATERIALS


fck = 30 MPa


(GRADE Fe 500, IS 1786)



BENDING SCHEDULE.











FROM LWL TO HFL.



COVERING




Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

14-01-T 16-150-BACK

NOS. OF BAR

BAR MARK

LOCATION / REMARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

SHEET CONTENTS :

REINFORCEMENT

DETAILS OF

ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:50

DESIGN

DRAWN

CHECKED





DSZ-SUB-39



DOPSHARI, PARO



JULY, 2016

NOTES

GENERAL




DIMENSIONS ONLY.






MATERIALS


fck = 30 MPa


(GRADE Fe 500, IS 1786)



BENDING SCHEDULE.











FROM LWL TO HFL.



COVERING




Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

14-01-T 16-150-BACK

NOS. OF BAR

BAR MARK

LOCATION / REMARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

RETURN WALL REINFORCEMENT

DETAILS

19-01(A)-T16-100-BACKFILL

1-01(B1-B5)-T16-100-BACKFILL

1-01(C1-C5)-T16-100-BACKFILL

13-02(A)-T16-150-VALLEY

1-02(B1-B4)-T16-150-VALLEY

1-02(C1-C3)-T16-150-VALLEY



47-04-T12-130-VALLEY

17-06-T12-130-VALLEY

4

4

RETURN WALL REINFORCEMENT

LAYOUT


13-02(A)-T16-150-VALLEY

1-02(B1-B4)-T16-150-VALLEY

1-02(C1-C3)-T16-150-VALLEY

1-01(B1-B5)-T16-100-BACKFILL

1-01(C1-C5)-T16-100-BACKFILL

47-04-T12-130-VALLEY

17-06-T12-130-VALLEY




13-02(A)-T16-150-VALLEY

1-02(B1-B4)-T16-150-VALLEY

1-02(C1-C3)-T16-150-VALLEY

1-01(B1-B5)-T16-100-BACKFILL

1-01(C1-C5)-T16-100-BACKFILL

47-04-T12-130-VALLEY

17-06-T12-130-VALLEY



29-07-T16-300-HAUNCH

29-07-T16-300-HAUNCH

SHEET CONTENTS :

REINFORCEMENT

DETAILS OF

RETURN WALL (01)


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:65

DESIGN

DRAWN

CHECKED





DSZ-SUB-40



DOPSHARI, PARO



JULY, 2016

NOTES

GENERAL




DIMENSIONS ONLY.






MATERIALS


fck = 30 MPa


(GRADE Fe 500, IS 1786)



BENDING SCHEDULE.











FROM LWL TO HFL.



COVERING




Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

14-01-T 16-150-BACK

NOS. OF BAR

BAR MARK

LOCATION / REMARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

VIEW 4-4

13-02(A)-T16-150-VALLEY

1-02(B1-B4)-T16-150-VALLEY

1-02(C1-C3)-T16-150-VALLEY


1-01(B1-B5)-T16-100-BACKFILL

1-01(C1-C5)-T16-100-BACKFILL

16-05-T16-140-BACKFILL17-06-T12-130-VALLEY

47-04-T12-130-VALLEY


1x19=19-08-T12-150-COVER BAR

12X5=60-09-T12-650-SPACERS

SHEET CONTENTS :

REINFORCEMENT

DETAILS OF

RETURN WALL (02)


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:45

DESIGN

DRAWN

CHECKED





DSZ-SUB-41



DOPSHARI, PARO



JULY, 2016



10 0.617

12 0.888

16 1.578

20 2.466

25 3.853

NOTES

GENERAL









BEFORE EXECUTION.

MATERIALS




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




COVERING





BAR MARK

41-01-T16-150-BOTT.

NOS. OF

BAR

BAR MARK


SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


REBAR SCHEDULE OF ABUTMENTS (TABLE 9)

Member

Bar

Mark

Type &

Size

Length of

each bar

(in mm)

Number of

members

Number of

bar in each

members

Total

number

of bars

Total length

(in mm)

SHAPE DETAILS

SHAPE

CODE

SHAPE

BENDING DIMENSION

ab

cd

e


HOOK

START END

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

b

a c

01Footing Slab T16 2 74 148 884152 602 4850 602 Std.- 90 deg. 1395.19

21

Std.- 90 deg.

07(A)Footing Slab T12 859 2 172 344 295496 108 700 111 262.40 Stirrups

99

SHEET CONTENTS :

REINF LIST

&

SUMMARY OF

ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





a

b

c

5974


21

Std.- 90 deg.11442

b

a c

Bottom bar in longitudinal direction

Bottom bar in transverse direction


21

Std.- 90 deg.5282

b

a c

Top bar in longitudinal direction

04(A)Footing Slab T16 2 29 58 625356 256 10350 256 Std.- 90 deg. 986.81

21

Std.- 90 deg.10782

b

a c

Top bar in transverse direction

04(B)Footing Slab T16 2 9 18 194076 256 10350 256 Std.- 90 deg. 306.25

21

Std.- 90 deg.10782

b

a c

Top bar in transverse direction


21

Std.- 90 deg.10674

b

a c

Face bar in transverse direction


21

Std.- 90 deg.5174

b

a c

Face bar in longitudinal direction

07(B)Footing Slab T12 859 2 162 324 278316 108 700 111 247.14 Stirrups

99

7958 Vertical bar in the backfill side08 T20 2 104 208 1655264

21

8806858320 Std.- 90 deg. Std.- 90 deg. 4081.88Abutment

a

b

c

a

b

c

a

b

c

7908 Vertical bar in the valley side09 T20 2 52 104 822432

21


10782 Transverse bar in the backfill side10 T16 2 36 72 776304

21


b

a c

10782 Transverse bar in the valley side11 T16 2 41 82 884124

21


b

a c

7157 Vertical face bar12 T12 2 10 20 143140

21


b

a c

a

c

b

1059 Stirrups13(A) T12 2 234 468 495612

99


a

c

b

1059 Stirrups13(B) T12 2 234 468 495612

99


10782 Transverse bar in the abutment top14 T16 2 5 10 107820

21


b

a c

1840 Longitudinal bar in the bridge seat15 T12 2 104 208 382720

21


b

a

c

10674 Transverse bar in the bridge seat16 T12 2 7 14 149436

21


b

a c

6609 Vertical bar in the back side17 T12 2 104 208 1374672

21

35024621428 Std.- 90 deg. Std.- 90 deg. 1220.71Abutment 2429

a

b

c

d

DSZ-SUB-42



DOPSHARI, PARO



JULY, 2016



10 0.617

12 0.888

16 1.578

20 2.466

25 3.853

NOTES

GENERAL









BEFORE EXECUTION.

MATERIALS




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




COVERING





BAR MARK

41-01-T16-150-BOTT.

NOS. OF

BAR

BAR MARK


SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


REBAR SCHEDULE OF ABUTMENTS (TABLE 9)

Member

Bar

Mark

Type &

Size

Length of

each bar

(in mm)

Number of

members

Number of

bar in each

members

Total

number

of bars

Total length

(in mm)

SHAPE DETAILS

SHAPE

CODE

SHAPE

BENDING DIMENSION

ab

cd

e


HOOK

STARTEND

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

SHEET CONTENTS :

REINF LIST

&

SUMMARY OF

ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





1540 Additional bar in the abutment cap18 T12 2 70 140 215600

11

1300150 Std.- 90 deg. 191.45Abutment 150

a

c

b

10674 Transverse bar in the back side19 T12 2 19 38 405612

21


b

a c

10674 Transverse bar in the valley side20 T12 2 14 28 298872

21


b

a c

4449 Haunch bar in dirtwall21 T12 2 104 208 925392

00

1947101000 None None 821.75Abutment 850 1695

a

b

c

d

e

10674 Transverse bar22 T12 2 4 8 85392

21


b

a c

10674 Transverse bar23 T12 2 4 8 85392

21


b

a c


TOTAL: 19873.59

DSZ-SUB-43

Std.- 90 deg.



DOPSHARI, PARO



JULY, 2016



10 0.617

12 0.888

16 1.578

20 2.466

25 3.853

NOTES

GENERAL









BEFORE EXECUTION.

MATERIALS




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




COVERING





BAR MARK

41-01-T16-150-BOTT.

NOS. OF

BAR

BAR MARK


SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


REBAR SCHEDULE OF RETURN WALL (TABLE 10)

Member

Bar

Mark

Type &

Size

Length of

each bar

(in mm)

Number of

members

Number of

bar in each

members

Total

number

of bars

Total length

(in mm)

SHAPE DETAILS

SHAPE

CODE

SHAPE

BENDING DIMENSION

ab

cd

e


HOOK

STARTEND

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

SHEET CONTENTS :

REINF LIST

&

SUMMARY OF

RETURN WALL


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





Return Wall 01(A) T16 9740 4 19 76 740240 21 256 9308 256 1168.10 Vertical bar in the backfill side

b

c

a

Std. - 90 deg. Std. - 90 deg.

Return Wall 01(B1) T16 8905 4 1 4 35620 21 256 8473 256 56.21 Vertical bar in the backfill side

b

c

a



b

c

a



b

c

a



b

c

a



b

c

a


Return Wall 01(C1) T16 6951 4 1 4 27804 21 256 6519 256 43.87 Vertical bar in the backfill side

b

c

a



b

c

a



b

c

a



b

c

a



b

c

a


Return Wall 02(A) T16 9740 4 13 52 506480 21 256 9308 256 799.23 Vertical bar in the valley sideStd. - 90 deg. Std. - 90 deg.

c

a

b

Return Wall 02(B1) T16 8880 4 1 4 35520 21 256 8448 256 56.05 Vertical bar in the valley sideStd. - 90 deg. Std. - 90 deg.

c

a

b


c

a

b


c

a

b


c

a

b

DSZ-SUB-44



DOPSHARI, PARO



JULY, 2016



10 0.617

12 0.888

16 1.578

20 2.466

25 3.853

NOTES

GENERAL









BEFORE EXECUTION.

MATERIALS




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




COVERING





BAR MARK

41-01-T16-150-BOTT.

NOS. OF

BAR

BAR MARK


SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


REBAR SCHEDULE OF RETURN WALL (TABLE 10)

Member

Bar

Mark

Type &

Size

Length of

each bar

(in mm)

Number of

members

Number of

bar in each

members

Total

number

of bars

Total length

(in mm)

SHAPE DETAILS

SHAPE

CODE

SHAPE

BENDING DIMENSION

ab

cd

e


HOOK

START END

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

SHEET CONTENTS :

REINF LIST

&

SUMMARY OF

RETURN WALL


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED





Return Wall 02(C1) T16 6826 4 1 4 27304 21 256 6394 256 43.09 Vertical bar in the valley sideStd. - 90 deg. Std. - 90 deg.

c

a

b


c

a

b


c

a

b

a c

b

Return Wall 03 T16 4282 4 43 172 736504 21 256 3850 256 1162.20 Horizontal bar in the backfill sideStd. - 90 deg. Std. - 90 deg.

a c

b

Return Wall 04 T12 4174 4 47 188 784712 21 192 3850 192 696.82 Horizontal bar in the valley sideStd. - 90 deg. Std. - 90 deg.

a c

b

Return Wall 05 T16 3282 4 16 64 210048 21 256 2850 256 331.46 Horizontal bar in the backfill sideStd. - 90 deg. Std. - 90 deg.

a c

b

Return Wall 06 T12 3174 4 17 68 215832 21 192 2850 192 191.66 Horizontal bar in the valley sideStd. - 90 deg. Std. - 90 deg.

Return Wall 07 T16 2337 4 29 116 271092 21 256 1905 256 427.78 Haunch barStd. - 90 deg. Std. - 90 deg.

a c

b

Return Wall 08 T12 724 4 19 76 55024 21 192 400 192 48.86 Cover barStd. - 90 deg. Std. - 90 deg.

a c

b

Return Wall 09 T12 724 4 60 240 173760 21 192 400 192 154.30 SpacersStd. - 90 deg. Std. - 90 deg.


TOTAL: 5813.14

DSZ-SUB-45

a

b

c



DOPSHARI, PARO



JULY, 2016

construction of dopshari bridge , paro · the bridge is designed as per relevant indian road...

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