detail drawings - mowhs.gov.bt€¦ · type of rebar spacing dia. of rebar location/ remark t -...

CONSTRUCTION OF PHUNTSHO BAILEY BRIDGE ON THERANG-BARDO GC

ROAD, ZHEMGANG

MARCH, 2017 DATE

TSR 150 ft 3.227m

DETAIL DRAWINGS

SPAN CARRIAGE WAY

SHEET CONTENTS :

DRAWING LIST

REVISION DATE DRAWING NO.

SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

PZ-DL-01

March, 2017

REBAR CODES & SHAPE DETAILS

PZ-GN-02

7

6

5

4

3

PZ-DL-01DRAWING LIST2

COVER PAGE1

DRAWING NUMBERDESCRIPTION SL

GENERAL NOTES

DRAWING LIST

8

PZ-RCSD-03

FOOTING PLAN & SIDE ELEVATION OF FIXED END ABUTMENT

14

13

12

11

10

9

15

16

GENERAL PLAN PZ-GP-04

GENERAL ELEVATION PZ-GE-05

PZ-ABT-07

PZ-ABT-08

PZ-ABT-09

PZ-ABT-10

PZ-ABT-11

PZ-ABT-12

FOOTING REINF. LAYOUT AND PLAN OF STIRRUPS IN FOOTING

PZ-RS-15

17

REBAR SCHEDULE 01

PZ-RS-16

REBAR SCHEDULE 02

REBAR SCHEDULE 03

19

PZ-ABT-06

PZ-ABT-13

PZ-RS-14

PZ-WW-17

20PZ-WW-18

DESIGN

DRAWN

CHECKED

APPROVED

ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement

Department of Roads, Bridge DivisionThimphu, Bhutan

BAILEY TYPE STEEL TRUSS PHUNTSHO ZAM

[TSR 150 FT SPAN & 3.277 m CARRIAGEWAY]

On Therang-Bardo GC Road

Zhemgang Dzongkhag

UGYEN PHUNTSHO (ENGINEER)

REINFORCEMENT DETAILS OF FIXED END ABUTMENT

ROCK ANCHORAGE PLAN ON RIGHT BANK

FOOTING PLAN AND SIDE ELEVATION OF SLIDING END ABUTMENT

FRONT ELEVATION AND SECTION A- A OF SLIDING END ABUTMENT.

REINFORCEMENT DETAIL OF SLIDING END ABUTMENT

REINFORCEMENT DETAILS OF SLIDING END ABUTMET 01

SIDE ELEVATION OF WINGWALL ON LEFT BANK

SECTIONS OF WINGWALL ON LEFT BANK

END COVER PAGE22

NGAWANG THINLEY (Dy. EE)


M.N.LAMICHANEY (OFFTG. CE)

GENERAL NOTES FOR RCC CONSTRUCTION WORK

A. GENERAL

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

RELEVANT DRAWING PERTAINING TO THE BRIDGE.

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

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

WRITTEN DIMENSION ARE TO BE FOLLOWED.

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

COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. INCASE

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

THE ENGINEER.

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

5. LOADING: CLASS 24R AS PER IRC.

B. CONCRETE

UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWINGS OR DIRECTED

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

OF CONTRACT DOCUMENT PARTLY REPRODUCED AS BELOW:

APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH IN CUBE

(28 DAYS) IN MPa

REINFORCED CONCRETE (RCC)

FOOTING SLAB AND ABUTMENT. M25

PLAIN CEMENT CONCRETE (PCC)

FOR LEVELING. M10

*** UNLESS OTHERWISE MENTIONED IN THE SPECIFICATION,

THE TRIAL MIX DESIGN STRENGTH SHALL BE 31.6 MPa.

C. REINFORCEMENT

1. ALL REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH

DEFORMED BARS (MIN fy 500 MPa).

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

3. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO

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

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

BAR DIA

mm

10 300

41212

73216

926

18

114420

1384

22

178725

224728

292732

4. CLEAR CONCRETE COVER TO REINFORCEMENT IS AS FOLLOW.

UNLESS OTHERWISE SPECIFIED BY ENGINEER,

THIS SHALL BE FOLLOWED THROUGHOUT THE CONSTRUCTION.

ABUTMENT (ALL SIDES) = 75 MM

(UP TO OUTER FACE OF MAIN REINFORCEMENT)

DIRT WALL

*** SIDES = 50 MM

*** TOP = 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

PZ-GN-02

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED

March, 2017ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement





Zhemgang Dzongkhag





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

L

EN

GT

H

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

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

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

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

IS : 1786 GRADE Fe 500





TABLE 3 : STANDARD RE-BAR PROPERTIES

(UNIT WT. 0.00785 kg / mm² /m)


1

(ART. 5.10 AASHTO LRFD 2007)

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

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

a+b - ½ r-d

LEGEND :

r = BENDING RADIUS AS

PER TABLE 4

d = DIAMETER OF BAR

a/b/c/d = AS SHOWN

NOTES

A. GENERAL

ALL THE DIMENSIONS ARE IN MILLIMETER

UNLESS OTHERWISE SPECIFIED.

B. SHAPE CODE & BAR SHAPE

THE STANDARD SHAPE CODES AND ITS METHOD

OF MEASUREMENT HAVE BEEN PREPARED AS PER

EUROPEAN STANDARD BS EN ISO 4006 : 2000.

BAR MARK

40-01-T16-150-BOTT.

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

T - HIGH YIELD DEFORMED BAR

Y - DEFORMED MS BAR

R - ROUND MS BAR

INDICATES BAR CUT POINT

SHEET CONTENTS :

REBAR CODES AND

SHAPE DETAILS


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

PZ-RCSD-03

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag





99.466

99.989

100.119

99.858

100.270

100.223

99.884100.06

6

100.106

100.28110

0.80410

0.156

100.43

8100.75

7

101.6

13

99.941

100.273

100.93

0

100.52

8

99.857

102.204

101.7

15

101.161

102.66

9

101.7

21

101.198

100.583

99.958

97.688

97.5289

7.66

5

97.566

97.642

97.913

97.571

97.961

97.895

97.581

97.551

97.456

85.598

86.970

87.495

88.280

90.362

93.221

92.589

94.866

96.550

97.838

83.23383

.273

82.857

83.690

84.423

85.501

98.12

1

93.026

97.967 98

.335

93.13

0 97.393

93.470

91.513

93.836

90.10

6

88.305

93.450

88.267

95.202

98.901

Top Width of RRM Wall

Bard

o S

ide

100.000

101.0

12

101.0

14

100.67

3

100.39

9

99.751

99.494

99.694

99.317

99.529

99.271

99.516

99.15

6

99.453

99.223 98

.803

98.820 97

.781

98.312 97

.671

97.838

97.791

97.927

98.043

98.357

98.245

98.578

98.336

98.867

98.793

99.019

98.77499

.211

99.031

99.373

99.224

99.461

99.317

99.550

100.05

3

100.43

1

100.60

7

100.67

9100.76

9

100.97

0

93.980

97.779

98.486

93.416

92.460

91.747

98.567

89.829

97.886

90.705

96.715

94.552

90.609

95.299

96.287

91.821

96.673

97.249

97.806

98.065 97

.966

97.285

97.116

96.91593

.983

87.667

87.18

0

87.444

89.853

87.426

89.885

87.369

89.592

86.863

85.095

87.346

86.832

84.974

87.241

87.436

84.359

81.868

83.12

4

84.369

84.324

85.17

2

85.725

86.567

87.284

87.628

89.982 94

.170

97.697

97.481

97.684

97.579

102.186

108.073

101.5

29

108.86

1

107.815

101.196

106.93

2

102.004

106.92

7

102.52

6

107.54

4102.34

3

102.871

103.33

1

112.438

103.99

3

113.16

5

105.45

8

105.32

1

105.47

3

105.855105.381

103.97

4

102.75

8

102.94

3

104.96

0

107.024

112.14

8

106.887

108.197

108.95

9

109.86

3

116.412

109.99

1

116.18

0

109.98

1113.486

111.062

112.045

112.596

111.896

111.843

113.877

111.485

109.84

0

107.145

105.06

8

94.899

97.676

93.850

96.981

93.829

96.613

96.455

92.547

96.89397.207

90.835

91.636

96.468

90.771

96.686

89.595

97.362

85.723

99.253

99.295 99.812

99.682

99.441

99.221

98.939

98.545

98.314

98.229

98.382

98.996

99.16

5

99.351

99.579

100.801

100.90

1

100.589

100.93

4

101.0

22

101.0

40

101.7

98

96.751

92.980

90.12

0

87.631

86.15

386

.116

88.387

90.270

96.598

99.452

101.5

39

101.4

64

86.18

3

86.12

8

99

102

108

111

111

114

59950

B

r

id

g

e

S

p

a

n

=

1

5

0

ft +

2

.2

5

"

(

4

5

.7

7

7

m

e

te

r

s

)

Flow Direction

T

h

e

r

a

n

g

S

i

d

e

600

5000

600 5000

5000

Sl. No. Point ID Easting Northing Elevation Remarks

1

2

3

4

STN 01 5000.000 60000.000 100.000 Instrument Station

BM01

BM02

BM03

4947.704

4967.858

5000.490

59971.567

60020.704

60009.528

101.539

104.640

101.464

Bench Mark 1

Bench Mark 2

Bench Mark 3

SHEET CONTENTS :

GENERAL PLAN

OF THE BRIDGE


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:300

PZ-GP-04

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag




GENERAL PLAN


RL = 94.176 (Slab Top)

RL = 98.688 (PCC top)

RL = 100.688 (Bearing Level) RL = 100.676 (Bearing Level)

RL = 101.298 (road level) RL = 101.298 (road level)

CH:4

6.111

Therang Side Bardo Side

LEFT BANK (SLIDING END BEARING)

RRM dirt wall to be constructed afterbridge superstructure is launched

TSR 150 FT BAILEY TYPE STEEL TRUSS BRIDGE (45.777M)

Datum : 86.000

99.8

88

0.0

00

100.0

00

2.0

00

99.4

52

3.4

41

97.7

68

5.0

00

96.5

98

6.0

34

92.4

86

10.0

00

90.2

70

12.8

66

89.0

66

15.0

00

88.3

87

16.2

64

86.116

19.8

36

86.176

20.0

00

86.183

20.0

18

86.128

24.9

07

86.132

25.0

00

86.153

25.6

24

87.6

31

29.8

19

87.7

45

30.0

00

90.120

33.7

47

90.6

09

34.177

91.510

35.0

00

95.7

26

40.0

00

96.7

51

41.706

99.5

93

45.0

00

100.2

73

45.9

75

99.9

41

48.2

01Chainage

LS - Elevation

Horizontal Scale 1 : 200

Vertical Scale 1 : 200

LS

CH:0

.000

RIGHT BANK (FIXED END BEARING)

RL = 99.888 (PCC top)

RL = 93.176 (Slab Top)

LWL=83.306

LWL=87.806

RRM dirt wall to be constructed afterbridge superstructure is launched

SHEET CONTENTS :

GENERAL ELEVATION

OF THE BRIDGE


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:180

PZ-GE-05

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag




GENERAL ELEVATION


NOTES

GENERAL

1. ALL THE DIMENSIONS ARE IN MILLIMETER

UNLESS OTHERWISE MENTIONED.

2. DO NOT SCALE THIS DRAWINGS.

USE GIVEN DIMENSIONS ONLY.

3. DURING THE CONSTRUCTION, THE

CONTRACTOR MUST CHECK THE

DIMENSIONS, LEVELS AND

MEASUREMENTS. DISCREPANCY

IF ANY TO BE REPORTED TO THE

ENGINEER BEFORE EXECUTION.

MATERIALS

1. CONCRETE 28 DAYS STRENGTH

IN CUBE, fck = 25 MPa. [UNLESS

OTHERWISE MENTIONED IN THE

SPECIFICATION, THE TRIAL MIX

DESIGN STRENGTH SHALL BE 31.6 MPa]

2. YIELD STRENGTH OF STEEL,

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

3. DETAILS OF STEEL IS MENTIONED

IN THE DRAWING AND ITS QUANTITY

IN THE BAR BENDING SCHEDULE.

COVERING

ABUTMENT WALL (ALL SIDES) = 75 MM

(UP TO OUTER FACE OF MAIN BAR)

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 : 15

SIDE ELEVATIONScale 1:40

100

1200

800

1228

100 500 2000 500 100

3000

3200

FOOTING PLANScale 1:40

100

6000

100

100 500 2000 500 100

6200

3200

DETAIL

A372

CLOF BEARING

CLOF ABUTMENT

492

118

610

200 200400

DETAIL A(SCALE 1:15)

SHEET CONTENTS :

FOOTING PLAN & SIDE

ELEVATION OF

FIXED END ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

PZ-ABT-06

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag





200 200400

REINFORCEMENTDETAILS

46-02-T16-130-bott20-03-T10-150-bott

41-04-T12-150-top

20-05-T10-150-top

47-10-T16-130-back

06-09-T10-150-back06-11-T10-150-valley

41-08-T12-150-valley05-06-T12-face

14-13-T10-150-top of abt

05-07-T12-face

1200

6x12=72-01-T25-520 both direction(rock anchorage)

05-12-T12-face

05-06-T12-face

NOTES

GENERAL











MATERIALS







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




COVERING



SHEET CONTENTS :

REINFORCEMENT

DETAILS OF

FIXED END

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:35

PZ-ABT-07

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag





100 200 520 520 520 200 100

3200

100

520

520

520

520

520

520

520

520

520

140

100

6200

6*12=72-01-T25-520 both direction(ROCK ANCHORAGE)

Hole diameter of atleast 32mm.

ROCKANCHORAGE PLAN

520 520

520140

520

NOTES

GENERAL











MATERIALS







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




COVERING



ROCK ANCHORAGE

1.THE DIAMETER OF ANCHORAGE HOLE SHOULD BE ATLEAST 32MM.

2.AFTER THE REINFORCEMENT IS PLACED IN THE HOLE AS PER THE

DRAWING, THE HOLE SHOULD BE FILLED WITH CEMENT GROUTING.

3.DURING THE CUTTING OF ROCK, CONTROLLED BLASTING IS TO BE

PRACTICE, WITHOUT DISTRUBING THE STABILITY OF THE ROCK

SHEET CONTENTS :

ROCK ANCHORAGE

PLAN ON

RIGHT BANK


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:35

PZ-ABT-08

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag





100

6000

100

1002400 1200 634

1002400

2400 600 600 9003000 1500

C LO

F AB

UTM

ENT

1002400 600 600 900

1003000 15002400 1200 900

4500

Construction joint

100

1000

5600

500

400

900

6500

7500

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

DETAILB

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

(bac

kfill

side

)

2661200 900

4500

8122

CL OF BEARING

RCC

Dirt

wal

l

CL OF ABUTMENT

DETAIL

C

******

DETAIL B

SLIDING END OF THE BEARINGSCALE 1:40

400 200 334 266534 900

1834

400

500900

504

118

622

200 200400

DETAIL CSCALE 1:15

NOTES

GENERAL











MATERIALS







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




COVERING



SHEET CONTENTS :


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:50

PZ-ABT-09

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED

FOOTING PLAN & SIDE

ELEVATION OF

SLIDING END ABUTMENT






Zhemgang Dzongkhag





8122

1002400 600 600 900

1003000 15002400 1200 900

4500

Construction joint

100

1000

5600

500

400

900

6500

7500

CL OF BEARING

SECTION A' - A ': (SLIDING END)

CL OF ABUTMENT

1500

1500

1500

1100

Filter materials50 cm thick

Weep holesø 11 cm HDPE pipes1 in 20 slope

1003000 3000

1006000

100

1000

5600

500

400

900

6500

7500

1500

1500

1100

1500 1500 1500 1500

750 1500 1500 1500 750

C LO

F AB

UTM

ENT

Weep holesø 11 cm HDPE pipes1 in 20 slope

Construction joint

A'

A'

1500

FRONT VIEW : (SLIDING END)

622

8122

NOTES

GENERAL











MATERIALS







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




COVERING



SHEET CONTENTS :

FRONT ELEVATION &

SECTION A' - A' OF

SLIDING END ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:50

PZ-ABT-10

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag





3000

40-01-T16-150-BOTT.30-02-T16-150-BOTT.

5-03-T12-EQ-FACE

5-04-T12-EQ-FACE

5-04-T12-EQ-FACE

6x10=60-05-T12-600 (STIRRUPS)

5x9=45-5a-T12-600 (STIRRUPS)

40-06-T16-150-TOP30-07-T16-150-TOP

29-08-T20-100-BS

30-8a-T20-200-BS

59-09-T16-100-RS

6x2=12-10-T12-EQ-FACE

46-11-T16-140-BS

40-12-T12-140-RS10x14=140-13-T12-560 (STIRRUPS)

10x14=140-13a-T12-560 (STIRRUPS)

600

G G

REINF0RCEMENT DETAILSECTION X - X

600

600

30-14-T16-200-AC11-15-T12-150-AC

5-16-T12-140-AC

14-17-T12-280 (STIRRUPS)14-18-T12-280

(STIRRUPS)

NOTES

GENERAL











MATERIALS







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




COVERING



BAR MARK

40-01-T 16-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


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

WILL BE TRUNCATED TO HALF AT 3.0 MTRS FROM TOP OF HEEL SLAB.

LEGEND:

* AC - ABUTMENT CAP

* DW - DIRT WALL

* BS - BACKFILL SIDE

* RS - RIVER SIDE

* EQ - EQUAL DISTANCE

* BOTT. - BOTTOM

SHEET CONTENTS :

REINF. DETAIL

OF THE ABUTMENT - 01


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:50

PZ-ABT-11

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag





01 02 04

03

03

05

06 07 5a

3000

29-08-T20-100-BS30-8a-T20-200-BS59-09-T16-100-RS

46-1

1-T1

6-14

0-BS

40-1

2-T1

2-14

0-RS

EE

X

X

59-08 & 8a-T20-100-BS 46-11-T16-140-BS

59-09-T16-100-RS40-12-T12-140-RS

10

10

13

13a

FF

REINF0RCEMENT DETAILFRONT VIEW

VIEW E - E

30-8a-T20-200-BS 46-11-T16-140-BS

59-09-T16-100-RS40-12-T12-140-RS

10

10

13

13a

VIEW F - F

NOTES

GENERAL











MATERIALS







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




COVERING



BAR MARK

40-01-T 16-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


LEGEND:

BACKFILL SIDE & BOTTOM BAR

VALLEY SIDE & TOP BAR

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

WILL BE TRUNCATED TO HALF AT 3.0 MTRS FROM TOP OF HEEL SLAB.

LEGEND:

* AC - ABUTMENT CAP

* DW - DIRT WALL


* RS - RIVER SIDE


* BOTT. - BOTTOM

SHEET CONTENTS :


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:50

PZ-ABT-12

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED

REINF. DETAIL

OF THE ABUTMENT - 02






Zhemgang Dzongkhag





FOOTING REINF. LAYOUTVIEW G - G

30-02-T16-150-BOTT.30-07-T16-150-TOP

40-0

1-T1

6-15

0-BO

TT.

40-0

6-T1

6-15

0-TO

P

PLAN OF STIRRUPS IN FOOTING

05

5a

NOTES

GENERAL











MATERIALS







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




COVERING



BAR MARK

40-01-T 16-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION / REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


LEGEND:

BOTTOM REINFORCEMENT

TOP REINFORCEMENT

LEGEND:

* AC - ABUTMENT CAP

* DW - DIRT WALL


* RS - RIVER SIDE


* BOTT. - BOTTOM

SHEET CONTENTS :

FOOTING REINF.

LAYOUT & PLAN OF

STIRRUPS IN FOOTING


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:40

PZ-ABT-13

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag





SHEET CONTENTS :

REBAR SCHEDULE - 01


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

PZ-RS-14

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED

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



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


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







Zhemgang Dzongkhag





SHEET CONTENTS :

REBAR SCHEDULE - 02


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

PZ-RS-15

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED

REBAR SCHEDULE OF LEFT ABUTMENT WALL (Table - 2)

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

c

d

e

ADDITIONAL INFORMATION

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


Bottom bar of footing slab in longitudinal direction

Footing slab 01 T16 5470 1 40 80 437600 21

a

b

c

600 4350 600 Std. - 90 deg. Std. - 90 deg. 345.27

a

b

c

a

b

c

a

b

c

a

C

e

a

b

c

a

b

c

a

b

c

e

c

a

b

d

a

C

e

b

d

a

b

c

a

b

c

a

b

c

a

b

c

b

d

e

c

a

b

d

Footing slab

Footing slab

Footing slab

Footing slab

Footing slab

Footing slab

Footing slab

Bottom bar of footing slab in transverse direction

02 T16 6802 30 60 408120 21 500 5882 500 Std. - 90 deg. Std. - 90 deg. 322.01

Face reinf. of footing slab in longitudinal direction

03 T12 4590 10 20 91800 21 150 4350 150 Std. - 90 deg. Std. - 90 deg. 40.75

Face reinf. of footing slab in transverse direction

04 T12 6122 10 20 122440 21 150 5882 150 Std. - 90 deg. Std. - 90 deg. 54.36

Stirrups in the footing slab of abutment

05 T12 1108 60 120 132960 21 75 57 866 135 deg. Hook Std. - 90 deg. 59.0338 72

Stirrups in the footing slab of abutment

5a T12 1108 45 90 99720 21 75 57 866 135 deg. Hook Std. - 90 deg. 44.2838 72

Top bar of footing slab in longitudinal direction

06 T16 5438 40 80 435040 21 600 4318 600 Std. - 90 deg. Std. - 90 deg. 343.25

Top bar of footing slab in transverse direction

07 T16 6770 30 60 406200 21 500 5850 500 Std. - 90 deg. Std. - 90 deg. 320.49

a

b

c

Abutment

wall (stem)

Vertical bar in backfill side of abutment

08 T20 4939 29 58 286462 21 250 3909 880 Std. - 90 deg. Std. - 90 deg. 353.21

Abutment

wall (stem)

Abutment

wall (stem)

Abutment

wall (stem)

Abutment

wall (stem)

Abutment

wall (stem)

Abutment

wall (stem)

Abutment

wall (stem)

Vertical bar in backfill side of abutment

8a T20 8364 30 60 501840 21 250 7334 880 Std. - 90 deg. Std. - 90 deg. 618.77

Vertical bar in river side of abutment

09 T16 8054 59 118 950372 21 200 7334 600 Std. - 90 deg. Std. - 90 deg. 749.84

Vertical face reinf. in the abutment

10 T12 7708 12 24 184992 21 150 7318 300 Std. - 90 deg. Std. - 90 deg. 82.14

11 T16 7002 46 92 644184 21 600 5882 600 Std. - 90 deg. Std. - 90 deg. 508.26

Horizontal bar in backfill side of abutment

12 T12 6990 40 80 559200 21 600 5850 600 Std. - 90 deg. Std. - 90 deg. 248.28

Horizontal bar in river side of abutment

13 T12 1308 140 280 366240 21 72 38 1066 Std. - 90 deg. 135 deg. Hook 162.61

Stirrups in the abutment wall (stem)

57 75

13a T12 1308 140 280 366240 21 72 38 1066 Std. - 90 deg. 135 deg. Hook 162.61

Stirrups in the abutment wall (stem)

57 75






Zhemgang Dzongkhag




1

1

1

1

1

1

1

1

1

1

1

1

1

1

1


SHEET CONTENTS :


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

PZ-RS-16

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED



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 OF LEFT ABUTMENT WALL (Table - 2) CONTD...

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

c

d

e

ADDITIONAL INFORMATION

HOOK

START END

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

a

b

c

d

a

b

c

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

TOTAL WEIGHT:4770.340

ALL DIAMETERS (for two abutment walls)

REBAR SCHEDULE - 03

Top bar of abutment cap in longitudinal direction

at sliding end of the abutment

Abutment cap 14 T16 4764 1 30 30 142920 99 1425 1664 289 225.531466

Abutment cap 15 T12 6114 1 11 11 67254 21 150 5874 150 59.72Std. - 90 deg. Std. - 90 deg.

Top bar of abutment cap in transverse direction

at sliding end of the abutment

a

b

c

Abutment cap 16 T12 6114 1 5 5 30570 21 150 5874 150 27.15Std. - 90 deg. Std. - 90 deg.

Renf. at slanting part abutment cap in transverse

direction at sliding end of the abutment

e

c

a

b

d

e

c

a

b

d

Abutment cap 17 T12 1898 1 14 14 26572 21 72 38 1656 23.60Std. - 90 deg. 135 deg. Hook

Stirrups in abutment cap of sliding end57 75

Abutment cap 18 T12 1543 1 14 14 21602 21 72 38 1301 19.18Std. - 90 deg. 135 deg. Hook

Stirrups in abutment cap of sliding end57 75






Zhemgang Dzongkhag





5000100

100

3200

5000100

100

10000

SIDE ELEVATION OF WING WALL AT LEFT BANK

1

1

2

2

Hard groundPCC for leveling

RRM wall

Hard groundPCC for leveling

PCC for capping

NOTES

1. RANDOM RUBBLE MASONRY (RRM) WING WALL SHOULD BE PROVIDED AS

SHOWN IN THE DRAWING AT BOTH BANKS OF THE RIVER ON BOTH UPSTREAM

AND DOWNSTREAM. IN THIS CASE RRM WALL OF LENGTH 10 M EACH IS

PROVIDED ON DOWNSTREAM AT BOTH BANKS AND 5 M EACH IS PROVIDED ON

UPSTREAM AT BOTH BANKS.

2. THE QUANTITY OF WING WALL AS MENTIONED IN BoQ MAY VARY AS PER

REQUIREMENT DURING THE TIME OF CONSTRUCTION.

3. WEEP HOLES OF (150 X150)MM TO BE PROVIDED IN THE WING WALL AS PER

THE REQUIREMENT DURING THE TIME OF CONSTRUCTION.

4. THE BASE OF THE WING WALL SHOULD BE ON FIRM FROUND. AVOID FROM

CONSTRUCTING WING WALL ON FILL UP SOIL.

SHEET CONTENTS :

SIDE ELEVATION OF

WING WALL IN

LEFT BANK


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:50

PZ-WW-17

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag





600 600

5000100 100

100

8060

50

8110

1500 2900

VALLEY SIDE

BACK

FILL

SID

E

1003500

100

100

486

050

4910

1000 1900

VALLEY SIDE

BACK

FILL

SID

E

SECTION 1 - 1BOTH U/S & D/S

SECTION 3 - 3D/S ONLY

PCC for leveling

PCC for capping

RRM

wal

l

RRM

wal

l

PCC for leveling

PCC for capping

NOTES

1. RANDOM RUBBLE MASONRY (RRM) WING WALL SHOULD BE PROVIDED AS

SHOWN IN THE DRAWING AT BOTH BANKS OF THE RIVER ON BOTH UPSTREAM

AND DOWNSTREAM. IN THIS CASE RRM WALL OF LENGTH 10 M EACH IS

PROVIDED ON DOWNSTREAM AT BOTH BANKS AND 5 M EACH IS PROVIDED ON

UPSTREAM AT BOTH BANKS.

2. THE QUANTITY OF WING WALL AS MENTIONED IN BoQ MAY VARY AS PER

REQUIREMENT DURING THE TIME OF CONSTRUCTION.

3. WEEP HOLES OF (150 X150)MM TO BE PROVIDED IN THE WING WALL AS PER

THE REQUIREMENT DURING THE TIME OF CONSTRUCTION.

4. THE BASE OF THE WING WALL SHOULD BE ON FIRM FROUND. AVOID FROM

CONSTRUCTING WING WALL ON FILL UP SOIL.

SHEET CONTENTS :

SECTIONS OF

WING WALL

IN LEFT BANK


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:50

PZ-WW-18

FIRST ISSUE DESIGN

DRAWN

CHECKED

APPROVED






Zhemgang Dzongkhag





detail drawings - mowhs.gov.bt€¦ · type of rebar spacing dia. of rebar location/ remark t -...

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