CONSTRUCTION OF 110 FEET SPAN DOUBLE SINGLE … · reinforced concrete (rcc) footing slab, abutment and m25 return wall plain cement concrete (pcc) for leveling. m10 *** unless otherwise

CONSTRUCTION OF 110 FEET SPAN DOUBLE SINGLE REINFORCED

CHHULEKHEY BAILEY BRIDGE ON NABJI-KORPHU GC ROAD

DECEMBER 2015

SHEET CONTENTS :

DRAWING LIST

REVISION DATE DRAWING NO.

SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

NKZ-DL-01

Dec., 2015

REBAR CODES & SHAPE DETAILS

7

6

5

4

3

NKZ-DL-01

DRAWING LIST2

COVER PAGE1

DRAWING NUMBERDESCRIPTION SL

GENERAL NOTES

DRAWING LIST

8

14

13

12

11

10

9

15

16

GENERAL PLAN

GENERAL PLAN

ABUTMENT DRAWING- 01

REBAR SCHEDULE - 01

GENERAL ELEVATION

CHHULEKHAY BAILEY BRIDGE DESIGN

DRAWN

CHECKED

APPROVED

SONAM LHAMO (ENGINEER)

UGYEN PHUNTSHO (ENGINEER)

TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)

NKZ-GN-02

NKZ-RCSD-03

NKZ-GP-04

NKZ-GP-05

NKZ-GE-06

NKZ-GE-07

NKZ-ABT-08

NKZ-RS-14

NKZ-RS-15

GENERAL ELEVATION

NKZ-ABT-09

NKZ-ABT-10

NKZ-ABT-11

NKZ-ABT-12

NKZ-ABT-13

REBAR SCHEDULE - 02

18

GABION WALL AND BOULDER PROTECTION PLAN

19

TYPICAL GABION WALL SECTION

NKZ-GB-17

NKZ-GB-18






ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human Settlement

Department of Roads, Bridge DivisionThimphu, Bhutan

17

NKZ-RS-16

REBAR SCHEDULE - 03

(DSR 110 ft SPAN & 3.277 m CARRIAGE WAY)

On Nabji-Korphu GC Road, Trongsa

GENERAL NOTES FOR ABUTMENT CONSTRUCTION

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 OF

CUBE IN (28 DAYS) IN MPa

REINFORCED CONCRETE (RCC)

FOOTING SLAB, ABUTMENT AND M25

RETURN WALL

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) = 50 MM

RETURN WALL (ALL SIDES) = 50 MM

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

NKZ-GN-02

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)



CHHULEKHAY BAILEY BRIDGE



Dec., 2015

B

E

N

D

D

I

A

M

E

T

E

R

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

HO

OK

L

EN

GT

H

1

2

BNED F + BAR F

HO

OK

E

XT

EN

.

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

L

EN

GT

H

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

r

SHAPE CODE

SHPAE

00

a

11

b

Total Length :

a

a

Total Length :

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

(ART. 5.10 AASHTO LRFD 2007)

1

TIE/STIRRUPS OTHER 90

0

135

0

90

0

180

0

T10 40 60 60 75 120 65

T12 48 72 72 75 144 65

T16 64 96 96 96 192 65

T20 - 120 240 120 240 80

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

TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT

REBAR

DIA, mm

DESIGNATION kg/m

AREA,

mm

2

UNIT WT.,

T10

REBAR TYPE

0.61710 79

T12

IS : 1786 GRADE Fe 500

12 113 0.888

T16 16 201 1.578

T20 20 314 2.466

T25 25 491 3.853

T28 28 616 4.834

T32 32 804 6.313






TABLE 3 : STANDARD RE-BAR PROPERTIES

(UNIT WT. 0.00785 kg / mm² /m)


T - HIGH YIELD DEFORMED BAR

Y - DEFORMED MS BAR

R - ROUND MS BAR

INDICATES BAR CUT POINT

1. GENERAL NOTES FOR RCC CONSTRUCTION STD-02

2. REBAR CODE & SHAPE DETAILS STD-03

3. PLAN & ELEVATION OF ABUTMENT S120-LABT-09

4. REBAR SCHEDULE S120-RS-18

REFERENCE DRAWINGS

1. GENERAL NOTES FOR RCC CONSTRUCTION STD-02

2. REBAR CODE & SHAPE DETAILS STD-03

3. REBAR SCHEDULE S120-RS-18

BAR MARK

14-01-T 16-150-BACK

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK

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. SPLICE LENGTH SHOULD BE PROVIDED

AS SHOWN IN THE GENERAL NOTES

NOTES

GENERAL


UNLESS OTHERWISE MENTIONED.

2. DO NOT SCALE THIS DRAWINGS.

USE GIVEN DIMENSIONS ONLY.


CONTRACTOR MUST CHECK THE

DIMENSIONS, LEVELS AND

MEASUREMENTS. DISCREPANCY

IF ANY TO BE REPORTED TO THE


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]


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.

COVERING

ABUTMENT WALL (ALL SIDES) = 50 MM

COVERING

ABUTMENT WALL (ALL SIDES) = 50 MM

SHEET CONTENTS :

GENERAL NOTES


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

NKZ-RCSD-03

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

Woo

den

Bridg

e

BENCH MARKBENCH MARK

Boulder

996

996

999

999

999

999

1002

1002

1002

1002

1005

1005

1008

1008

10111011

1014

1014

FLOW DIRECTION

FLOW DIRECTION

R10.

00m

6000

Gabion wall infront of abutment

Length of 6m

25000

Gabion wall on upstream side

Length of 25m

Boulder protection

Bridge Span=110FT+2.25"(33.585m)

Towar

ds

Nabj

i

8.15°

SNo. POINT ID EASTING NORTHING ELEVATION01 STN 01

REMARKS10000.000 STATION 01

02 BM 01 BENCH MARK 01BM 02 BENCH MARK 02

COORDINATES TABLE

03

5000.000 1000.0009987.995 5008.203 1001.47310018.204 5006.631 1000.198

SHEET CONTENTS :

GENERAL PLAN


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:525

NKZ-GP-04

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

Woo

den

Bridg

e

BENCH MARKBENCH MARK

Boulder

FLOW DIRECTION

FLOW DIRECTION

R10.

00m

6000

Gabion wall infront of abutment

Length of 6m

25000


Bridge Span=110FT+2.25"(33.585m)

Towar

ds

Nabj

i

8.15°

SHEET CONTENTS :

GENERAL PLAN


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:150

NKZ-GP-05

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

HFL(RL=996.29)

LWL(RL=995.68)

NABJI SIDE OTHER SIDEBRIDGE SPAN = 110FT+2.56"(33.585M)

LEFT ABUTMENT RIGHT ABUTMENT

Existing profile during

time of survey

Gabion wall protection

Earth embankment

110 FEET SPAN DOUBLE SINGLE REINFORCEDBAILEY TYPE STEEL TRUSS BRIDGE

1003.4

41

0.0

00

1003.2

21

3.3

96

1003.128

5.0

00

1002.9

188.6

48

1002.5

72

10.0

00

1001.916

12.5

61

1001.257

15.0

00

1000.6

62

17.2

00

1000.4

92

20.0

00

1000.2

62

23.8

00

1000.175

25.0

00

999.8

98

28.8

18

998.9

79

29.8

77

998.8

94

30.0

00

997.2

35

32.4

02

995.5

31

34.0

35

995.5

25

35.0

00

995.4

94

40.0

00

995.4

64

45.0

00

995.4

58

46.0

44

995.4

57

46.0

45

996.5

56

49.0

74

996.5

96

50.0

00

996.8

1755.0

00

997.0

37

60.0

00

997.0

52

60.3

43

997.0

52

60.3

46

998.3

07

65.0

00

998.7

1966.5

28

998.8

78

70.0

00

999.106

75.0

00

999.2

65

78.4

73

999.2

76

78.4

85Chainage

LS_NJK - Elevation

Horizontal Scale 1 : 100

Vertical Scale 1 : 100

LS_NJK

LEFT ABUTMENT

RL=1001.402 (Road level)

RL=992.390(PCC top)

RL=993.390(Footing top)

Datum : 995.000

Datum : 995.000

RL=1000.78 (Abutment top)

CH: 28.0

10

CH: 61.959

RL=1001.390(Road level)

Earth embankment

SHEET CONTENTS :

GENERAL

ELEVATION


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:225

FIRST ISSUENKZ-GE-06

DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

HFL(RL=996.29)

LWL(RL=995.68)

NABJI SIDE OTHER SIDEBRIDGE SPAN = 110FT+2.56"(33.585M)

LEFT ABUTMENT RIGHT ABUTMENT

Existing profile during

time of survey

Gabion wall protection

Earth embankment

110 FEET SPAN DOUBLE SINGLE REINFORCEDBAILEY TYPE STEEL TRUSS BRIDGE

LEFT ABUTMENT

RL=1001.402 (Road level)

RL=992.390(PCC top)

RL=993.390(Footing top)

RL=1000.78 (Abutment top)

CH: 28.0

10

CH: 61.959

RL=1001.390(Road level)

Earth embankment

SHEET CONTENTS :

GENERAL

ELEVATION - 02


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:140

FIRST ISSUENKZ-GE-07

DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

100

6000

100

1002700 1200 330

1002700

2700 600 600 15003300 2100

C LO

F AB

UTM

ENT

1002700 600 600 1500

1003300 21002700 1200 1500

5400

Construction joint

100

1000

6490

500

400

900

7390

8390

Footing slab

Abut

men

t wal

l (st

em)

C LO

F AB

UTM

ENT

CL OF BEARING

RCC

Dirt

wal

lAb

utm

ent c

ap

DETAILA

FOOTING PLAN : (FIXED END)

SIDE ELEVATION : (FIXED END)

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

(riv

er si

de)

11701200 1500

5400

9000

CL OF BEARING

RCC

Dirt

wal

l

40030

570200230 900

1530

500

400

900

CL OF ABUTMENT

DETAIL

B

******

DETAIL 'A'

FIXED END OF THE BEARINGSCALE 1:40

900

800400

492

118

610

200 200400

DETAIL B(SCALE 1:15)

108

184 184

5

18 DIA. x 300 LG

75 x 75 x 8 THK PL

875

[M16

Thr

ead]

Nut & Washer

PLAN OF FIXEDEND BEARING

TYP. DETAIL OF ANCHOR BOLT

108

SCALE 1 : 10

*** CONSTRUCTION ABOVE THIS LEVEL ARE TO BE DONE AFTER BRIDGE ERECTION

SHEET CONTENTS :

ABUTMENT

DRAWING - 01


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:50

FIRST ISSUENKZ-ABT-08

DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

100

6000

100

1002700 1200 634

1002700

2700 600 600 15003300 2100

C LO

F AB

UTM

ENT

1002700 600 600 1500

1003300 21002700 1200 1500

5400

Construction joint

100

1000

6490

500

400

900

7390

8390

Footing slab

Abut

men

t wal

l (st

em)

C LO

F AB

UTM

ENT

CLOF BEARING

RCC

Dirt

wal

lAb

utm

ent c

ap

DETAILA'

FOOTING PLAN : (SLIDING END)

SIDE ELEVATION : (SLIDING END)

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

(riv

er si

de)

8661200 1500

5400

100

100

1000

6490

500

7390

8390

9012

9000

CL OF BEARING

RCC

Dirt

wal

l

CL OF ABUTMENT

DETAIL

B'

******

DETAIL A

SLIDING END OF THE BEARINGSCALE 1:40

400 200 334 266534 900

1834

400

500900

504

118

622

200 200400

DETAIL BSCALE 1:15

*** CONSTRUCTION ABOVE THIS LEVEL ARE TO BE DONE AFTER BRIDGE ERECTION

SHEET CONTENTS :

ABUTMENT

DRAWING - 02


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:50


DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

490

1003000 3000

1006000

100

1000

6490

500

400

900

7390

8390

1500

1500

1500

1500 1500

1500

15001500

750 1500 1500

C

750

LO

F AB

UTM

ENT

Weep holesø 11 cm HDPE pipes1 in 20 slope

Construction joint

A

A

1002700 600 600 1500

1003300 21002700 1200 1500

5400

Construction joint

100

1000

6490

500

400

900

7390

8390

CL OF BEARING

SECTION A - A : (FIXED END)

CL OF ABUTMENT

1500

1500

1500

1500

1500

490

Filter materials50 cm thick


FRONT VIEW : (FIXED END)

610

9000

SHEET CONTENTS :

ABUTMENT

DRAWING - 03


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:45


DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

1002700 600 600 1500

1003300 21002700 1200 1500

5400

Construction joint

100

1000

6490

500

400

900

7390

8390

CL OF BEARING

SECTION A - A : (SLIDING END)

CL OF ABUTMENT

1500

1500

1500

1500

490

Filter materials50 cm thick


1003000 3000

1006000

100

1000

6490

500

400

900

7390

8390

1500

1500

1500

490

1500 1500 1500 1500

750 1500 1500 1500 750

C LO

F AB

UTM

ENT


Construction joint

A

A

1500

FRONT VIEW : (SLIDING END)

622

9012

SHEET CONTENTS :

ABUTMENT

DRAWING - 03


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:45


DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

4000

28-02-T12-200-BOTT.40-01-T16-150-BOTT.5-03-T12-EQ-FACE

5-04-T12-EQ-FACE

5-04-T12-EQ-FACE

22-07-T12-200-TOP40-06-T16-150-TOP

50-08-T25-120-BS

25-08(A)-T20-240-BS

30-09-T20-200-RS

6-10-T12-EQ-FACE

49-11-T12-150-BS

43-12-T12-200-RS

1000

30-14-T16-200-TOP8-15-T12-150-TOP

4-17-T12-EQ

2-16-T12-EQ

25-20-T16-240-DW

5-22-T12-EQ-DW

30-21-T12-200-DW4-23-T12-EQ-DW2-24-T12

REINF0RCEMENT DETAILSECTION B - B

C C

25@200=4974

6x9=54-05(A)-T12-800-STIRRUPS

5x9=45-05(B)-T12-800-STIRRUPS

11X9=99-13(A)-T12-600-STIRRUPS

10X9=90-13(B)-T12-600-STIRRUPS

6-18-T12-1200-SPACERS6-19-T12-1200(SPACERS)

600

6-19a-T12-1200 (SPACERS)

25-20a-T16-240-DW

REINF. DETAIL OF ABUTMENT CAPSLIDING END (SCALE 1:40)

1000

600

30-14a-T16-200-TOP10-15a-T12-150-TOP2-16a-T12-EQ

5-17a-T12-EQ

6-18a-T12-1200 (SPACERS)

6-19a-T12-1200 (SPACERS)

22

2324

25-20a-T16-240-DW

30-21a-T12-200-DW

*** THE REINFORCEMENT AT BACKFILL SIDE OF ABUTMENT WALL (STEM)

WILL BE TRUNCATED TO HALF AT 4.0 MTRS FROM TOP OF HEEL SLAB.

SHEET CONTENTS :

ABUTMENT

DRAWING - 05


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:50


DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

4000

50-08-T25-120-BS25-8a-T25-240-BS30-09-T20-200-RS

49-1

1-T1

2-15

0-BS

33-1

2-T1

2-20

0-RS

01 02 04

06 07

03

03B

B REINFORCEMENT DETAIL FRONT VIEW

100

6000

100

1005400

100

27-02-T12-200-BOTT.27-07-T12-200-TOP

40-0

1-T1

6-15

0-BO

TT.

40-0

6-T1

6-15

0-TO

P

FOOTING REINF. LAYOUTVIEW C - C

*** THE REINFORCEMENT AT BACKFILL SIDE OF ABUTMENT WALL (STEM)

WILL BE TRUNCATED TO HALF AT 4.0 MTRS FROM TOP OF HEEL SLAB.

SHEET CONTENTS :

ABUTMENT

DRAWING - 06


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN


DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

SHEET CONTENTS :


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

REBAR SCHEDULE OF ABUTMENT (Table - 1)

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

a bc

de

ADDITIONAL INFORMATION

HOOK

START END

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

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.

UNLESS OTHERWISE MENTIONED IN THE

SPECIFICATION, THE TRIAL MIX DESIGN STRENGTH

SHALL BE 31.6 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)

BAR MARK

40-01-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


Bottom bar of footing slab in longitudinal direction

Footing slab 01 T16 6370 2 40 80 509600 21

a

b

c

600 5250 600 Std. - 90 deg. Std. - 90 deg. 804.15

a

b

c

a

b

c

a

b

c

REBAR SCHEDULE - 01

FIRST ISSUENKZ-RS-14

a

b

c

Bottom bar of footing slab in transverse direction

Footing slab 02 T12 6790 2 28 56 380240 21 500 5850 500 Std. - 90 deg. Std. - 90 deg. 337.65

Face reinf. in the longitudinal direction


Face reinf. in the transverse direction


Stirrups

Footing slab 05(A) T12 1071 2 54 108 115668 99 108 900 111 102.71

a

b

c

a

b

c

Footing slab 06 T16 6338 2 40 80 507040 21 600 5218 600 Std. - 90 deg. Std. - 90 deg. 800.11Top bar of footing slab in longitudinal direction

Footing slab 07 T12 6766 2 22 44 297704 21 500 5826 500 Std. - 90 deg. Std. - 90 deg. 264.36Top bar of footing slab in transverse direction

a

b

c

a

b

c

Abutment wall 08 T25 6500 2 50 100 650000 21 300 4925 1400 Std. - 90 deg. Std. - 90 deg. 2504.45Vertical bar in backfill side of abutment

Abutment wall 8a T25 9815 2 25 50 490750 21 300 8240 1400 Std. - 90 deg. Std. - 90 deg. 1890.86Vertical bar in backfill side of abutment

a

b

c

Abutment wall 09 T20 9280 2 30 60 556800 21 240 8240 900 Std. - 90 deg. Std. - 90 deg. 1373.07Vertical bar in river side of abutment

Abutment wall 10 T12 8630 2 6 12 103560 21 150 8240 300 Std. - 90 deg. Std. - 90 deg. 91.96Vertical face reinforcement

a

b

c

a

b

c

Abutment wall 11 T12 6990 2 49 98 685020 21 600 5850 600 Std. - 90 deg. Std. - 90 deg. 608.30Horizontal bar in backfill side of abutment

Abutment wall 12 T12 6966 2 43 86 599076 21 600 5826 600 Std. - 90 deg. Std. - 90 deg. 531.98 Horizontal bar in river side of abutment

Abutment wall 13(A) T12 1271 2 99 198 251658 99 108 1100 111 223.47 Stirrups

DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)



a

b

c

Footing slab 05(A) T12 1071 2 45 90 96390 99 108 900 111 85.59

a

b

c

Stirrups

a

b

c

a

b

c

Abutment wall 13(B) T12 1271 2 90 180 228780 99 108 1100 111 203.16Stirrups




Dec., 2015

SHEET CONTENTS :


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS


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

a bc

d

e


HOOK

START END

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS



10 0.617

12 0.888

16 1.578

20 2.466

25 3.853

NOTES

GENERAL









BEFORE EXECUTION.

MATERIALS





SHALL BE 31.6 MPa]


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




COVERING



BAR MARK

40-01-T16-150-BOTT.

NOS. OF

BAR

BAR MARK


SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


REBAR SCHEDULE - 01


DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)



Abutment cap 14 T16 4616 1 30 30 138480 99 1825 1343 302 218.52

Top bar in abutment cap in longitudinal direction

at fixed end of the bearing

1226

a

b

c

d

Abutment cap 14 T16 5147 1 30 30 154410 99 1825 1647 289 243.66

Top bar in abutment cap in longitudinal direction

at sliding end of the bearing

1466

a

b

c

d

Top bar in abutment cap in transverse direction


Abutment cap 15 T12 6090 1 8 8 48720 21

a c

150 5850 150 Std. - 90 deg. Std. - 90 deg. 43.26

Top bar in abutment cap in transverse direction


Abutment cap 15a T12 6090 1 10 10 60900 21

a

b

c

150 5850 150 Std. - 90 deg. Std. - 90 deg. 54.08

Face reinf. in abutment cap in transverse direction


Abutment cap 16 T12 6090 1 2 2 12180 21

a

b

c

150 5850 150 Std. - 90 deg. Std. - 90 deg. 10.82



Abutment cap 16a T12 6090 1 2 2 12180 21

a

b

c

150 5850 150 Std. - 90 deg. Std. - 90 deg. 10.82



Abutment cap 17 T12 6090 1 4 4 24360 21

a

b

c

150 5850 150 Std. - 90 deg. Std. - 90 deg. 21.63



Abutment cap 17a T12 6090 1 5 5 30450 21

a

b

c

150 5850 150 Std. - 90 deg. Std. - 90 deg. 27.04

a

b

c

Spacers in abutment cap at fixed end of bearingAbutment cap 18 T12 1467 1 6 6 8802 21 150 1227 150 Std. - 90 deg. Std. - 90 deg. 7.82

a

b

c

a

b

c

a

b

c

Spacers in abutment cap at sliding end of bearingAbutment cap 18a T12 1592 1 6 6 9552 21 150 1352 150 Std. - 90 deg. Std. - 90 deg. 8.48

Spacers in abutment cap at fixed end of bearingAbutment cap 19 T12 1644 1 6 6 9864 21 150 1404 150 Std. - 90 deg. Std. - 90 deg. 8.76

Spacers in abutment cap at sliding end of bearingAbutment cap 19a T12 1948 1 6 6 11688 21 150 1708 150 Std. - 90 deg. Std. - 90 deg. 10.38

a

b

c

Vertical bar of dirt wall at backfill side at

fixed end of bearing

Dirt wall 20 T16 2750 1 25 25 68750 21 2485 100 245 Std. - 90 deg. Std. - 90 deg. 108.49

Vertical bar of dirt wall at river side at

fixed end of bearing

21 T12 2622 1 30 30 78660 11 285 2367 Std. - 90 deg. None 69.85Dirt wall

b

a

a

b

c

Dirt wall 20a T16 2762 1 25 25 69050 21 2497 100 245 Std. - 90 deg. Std. - 90 deg. 108.96

Vertical bar of dirt wall at backfill side at

sliding end of bearing

Vertical bar of dirt wall at river side at

sliding end of bearing

21a T12 2634 1 30 30 79020 11 285 2379 Std. - 90 deg. None 70.17Dirt wall

b

a




Dec., 2015

SHEET CONTENTS :


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS


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

a bc

d

e


HOOK

START END

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS



10 0.617

12 0.888

16 1.578

20 2.466

25 3.853

NOTES

GENERAL









BEFORE EXECUTION.

MATERIALS





SHALL BE 31.6 MPa]


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




COVERING



BAR MARK

40-01-T16-150-BOTT.

NOS. OF

BAR

BAR MARK


SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


REBAR SCHEDULE - 01


a

b

c

a

b

c

a

b

c

22 T12 6190 2 5 10 61900 21 150 5950 150 Std. - 90 deg. Std. - 90 deg. 54.97Dirt wall

Horizontal bar of dirt wall at backfill side


Horizontal bar of dirt wall at river side


Face reinforcement in dirt wall

ABUTMENT SCHEDULE HAS BEEN PREPARED IN ACCORDANCE WITH ISO 4066 : 2000 TOTAL WEIGHT:

11121.69ALL DIAMETERS (for two abutments)

DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

Boulder

999

6000

Gabion wall

infront of abutment

Length of 6m

25000


Length of 25m

Boulder protection

8.15°

3000

SHEET CONTENTS :


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:140

FIRST ISSUENKZ-17

DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015GABION WALL

AND

BOULDER PROTECTION

PLAN

NOTES

GENERAL

1. ALL THE DIMENSIONS ARE IN

MILLIMETER UNLESS OTHERWISE

SPECIFIED.

2. DONOT SCALE THIS DRAWINGS.

USE GIVEN DIMENSIONS ONLY

DURING THE CONSTRUCTION.

3. DURING THE CONSTRUCTION,

CONTRACTOR SHOULD CHECK

ALL DIMENSIONS, LEVELS AND

MEASUREMENTS. DISCRIPENCY

ANY SHOULD BE REPORTED TO


4. GABOIN WALL HAS TO BE BUILT

USING FLAT AND ELONGATED STONES.

5. RIVER BOULDERS ARE STRICTLY NOT

PERMITTED TO USE

6. THE STONES INSIDE THE GABION WIRE MESH

HAVE TO BE BUILT IN FORM OF A DRY WALL

SO THAT THE WALL IS STABLE ON ITS OWN

EVEN WITHOUT THE WIRE MESH.

GABION WALL FRONT ELEVATIONIN FRONT OF ABUTMENT

SECTIONAL VIEW OF GABION WALLIN FRONT OF ABUTMENT

Abutment Footing

Abut

men

t Wal

l

6000

1000

1000

1000

1000

1000

5000

3000

1000

1000

1000

1000

1000

5000

500 500 500 500

GABION WALL FRONT ELEVATIONU/S OF ABUTMENT

SECTIONAL VIEW OF GABION WALLU/S OF ABUTMENT

Abutment Footing

Abut

men

t Wal

l

25000

1000

1000

1000

1000

1000

5000

3000

1000

1000

1000

1000

1000

5000

500 500 500 500

SHEET CONTENTS :


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:140

FIRST ISSUENKZ-18

DESIGN

DRAWN

CHECKED

APPROVED



TSHEWANG DORJI (CE)

TSHEWANG DORJI (CE)






Dec., 2015

TYPICAL GABION WALL

SECTION

Documents

CONSTRUCTION OF 110 FEET SPAN DOUBLE SINGLE … · reinforced concrete (rcc) footing slab, abutment and m25 return wall plain cement concrete (pcc) for leveling. m10 *** unless otherwise