24m 7 - mowhs.gov.bt · PDF fileall reinforcing steel shall be of ... for closely spaced bars lapping may be ... specified length of the lap splice shall be 4. clear concrete cover

DETAIL DRAWINGS

CONSTRUCTION OF RAMTOKTO BRIDGE ON APPROACH ROAD TO RIGHT BANK OF

WANGCHU RIVER

RC DECK GIRDER BRIDGE

BRIDGE TYPE

: JULY, 2016DATE

: 36 SHEETSNOS. OF SHEET SPAN CARRIAGEWAY

24m 7.00m

REBAR CODES & SHAPE DETAILS

STD-02

STD-07

STD-06

STD-05

STD-04

7

6

5

4

3

S24-C7-01DRAWING LIST2

COVER PAGE1

DRAWING NUMBERDESCRIPTION SL

GENERAL NOTES FOR RCC CONSTRUCTION

RAILING DETAILS

BRIDGE DECK END JOINTS

DRAWING LIST

SHEET CONTENTS : REVISION DATE DRAWING NO.

SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)

ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement

Department of Roads, Bridge DivisionThimphu, Bhutan

ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09

Thimphu Central Building.

Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

DRAWING LIST

S24-C7-01

NTS

S. HOSSAINS. SIDDIQUE

24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016

8

STD-03DECK DRAINAGE DETAIL

S24-C7-08

S24-C7-12

S24-C7-11

S24-C7-10

PLAN, SECTION AND ELEVATION OF DECK

REINFORCEMENT DETAILS OF CROSS GIRDER AND KERB BEAM

REINFORCEMENT DETAILS OF MAIN GIRDER

MISCELLANEOUS DETAILS

S24-C7-09

REINFORCEMENT DETAILS OF DECK SLAB

S24-C7-13

REBAR SCHEDULE

14

13

12

11

10

9

REBAR SCHEDULE

RC DECK GIRDER RAMTOKTO BRIDGE

./STD-02_General Note_RC.dwg





















































SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

GENERAL NOTES FOR

RCC CONSTRUCTION

STD-02

NTS


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016

C. REINFORCEMENT

1. ALL REINFORCING STEEL SHALL BE OF HIGH YIELD STRENGTH

DEFORMED BARS (MIN fy = 500 MPa) CONFORMING TO IS 1786

2. BENDING OF REINFORCEMENT BARS SHALL BE AS PER ARTICLE 5.10.2

OF AASHTO / 2007.

3. LAPS IN REINFORCEMENT BARS IN TENSION ZONE SHALL BE AVOIDED AS

FAR AS POSSIBLE. LAPS MAY BE PROVIDED, IF UNAVOIDABLE. HOWEVER,

IN SUCH CASES:

(A) NOT MORE THAN 50 % OF REINFORCEMENT BARS SHALL BE

LAPPED AT ANY ONE SECTION.

(B) FOR CLOSELY SPACED BARS LAPPING MAY BE AVOIDED BY

PROVIDING SUITABLE TYPE OF MECHANICAL ANCHORAGE

(WITH PRIOR APPROVAL).

(C) SPLICES SHALL BE STAGGERED AT LEAST 600 mm.

(D) ALL SPLICES SHALL BE CLASS B SPLICES.

(E) MINIMUM LAP LENGTH OF REINFORCEMENT SHALL

CONFORM TO ARTICLE 5.11.2 AND 5.11.5 OF AASHTO / 2007

SPECIFIED LENGTH OF THE LAP SPLICE SHALL BE

4. CLEAR CONCRETE COVER TO REINFORCING STEEL SHALL BE

MAINTAINED AS FOLLOWS UNLESS OTHERWISE SHOWN IN THE

DRAWINGS OR DIRECTED BY THE ENGINEER.

A. REINFORCED CONCRETE STRUCTURES

(ARTICLE 5.12.3-1 OF AASHTO LRFD / 2007)

● CONCRETE DECK SLAB

-TOP REINFORCEMENT - 50 mm

-BOTTOM REINFORCEMENT - 25 mm

● BEAM, ALL FACES - 40 mm

B. APPROACH SLAB & KERB BEAM -25 mm

C. ABUTMENT WALL & RETURN WALL ALL SIDES - 75 mm

5. SPECIALLY MADE COVER BLOCKS OF SAME STRENGTH AS THAT

OF CONCRETE SHALL ONLY BE USED.

6. WELDING OF REINFORCEMENT BARS SHALL NOT BE PERMITTED,

UNLESS APPROVED BY THE ENGINEER.

7. SUPPORTING CHAIRS OF REQUIRED DIAMETER FOR MAIN

REINFORCEMENT SHALL BE PROVIDED AT SUITABLE INTERVALS

AS PER DIRECTION OF THE ENGINEER.

8. FULL COVER SHALL BE MAINTAINED AT GROOVES AND

OTHERWISE ARCHITECTURAL FINISHES TO THE CONCRETE

SURFACES.

D. WATER

WATER TO BE USED IN CONCRETING AND CURING SHALL BE POTABLE

WATER TO BE TESTED AS PER AASHTO T26-79.

E. MATERIAL SPECIFICATION

MATERIAL SPECIFICATIONS AND WORKMANSHIP SHALL BE IN ACCORDANCE

WITH THE TECHNICAL SPECIFICATION AS SPELT OUT IN THE CONTRACT

DOCUMENT.

F. WORKMANSHIP / DETAILING

1. ALL SHARP EDGES OF CONCRETE SHALL BE CHAMFERED

(10mm x 10mm). OR AS PER DIRECTED BY THE ENGINEER

2. FORM WORK DETAILS SHALL BE SUBMITTED BY THE CONTRACTOR

FOR THE APPROVAL AND SHALL BE TESTED IN ACCORDANCE WITH

THE SPECIFICATION.

3. CONSTRUCTION JOINT : THE LOCATIONS AND PROVISION OF

CONSTRUCTION JOINTS SHALL BE APPROVED BY THE

ENGINEER-IN-CHARGE. THE CONCRETING OPERATION SHALL

BE CARRIED CONTINUOUSLY UP TO THE CONSTRUCTION JOINT.

B. CONCRETE;

UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWING OR DIRECTED

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

CONTRACT DOCUMENT PARTLY REPRODUCED BELOW:

APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH IN CUBE

(28 DAYS) IN MPa

REINFORCED CONCRETE (RCC)

GIRDER, CROSS GIRDER, RAILING,

KERB, DECK SLAB, etc. M30

SEISMIC ARRESTOR BLOCK M30

ALL OTHER RCC WORKS M30

ABUTMENTS & RETURN WALLS M25

PCC FOR LEVELING/BLINDING CONCRETE

AND CONCRETE BLOCKS M10

*** UNLESS OTHERWISE MENTIONED IN THE SPECIFICATION, THE TRIAL

MIX DESIGN STRENGTH SHALL BE 33.0 MPa.

A. GENERAL

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

RELEVANT DRAWINGS PERTAINING TO THE BRIDGE.

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

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

WRITTEN DIMENSIONS ARE TO BE FOLLOWED.

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

COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. IN CASE

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

OF THE ENGINEER.

4. BRIDGES/CULVERTS ARE DESIGNED AS PER AASHTO LRFD BRIDGE DESIGN

SPECIFICATION 2007

● VEHICULAR LIVE LOAD : IRC 6 : 2000 STANDARD LOAD

G. SUPERVISION

1. THE CONSTRUCTION WORK MUST BE SUPERVISED BY A

COMPETENT SUPERVISION ENGINEER.

GENERAL NOTES FOR RCC CONSTRUCTION

1

2

3

7.00

5.50

3.50

SN

CARRIAGE

WIDTH (m)

LOAD CAPACITY

SINGLE LANE CLASS 70 R (WHEELED) OR DOUBLE

LANE CLASS A WHICHEVER IS CRITICAL.

DOUBLE LANE CLASS A

SINGLE LANE CLASS A

NO. OF

LANE

2

2

1

● SUPER STRUCTURE - SINGLE SPAN SIMPLE SUPPORTED RCC GIRDER

10 300

12 412

16 732

20 1144

22 1384

25 1787

28 2241

18 926

32 2927

BAR DIA,mm LAP SPLICE,mm

H. ABBREVIATIONS

B -BOTTOM

BF -BOTH FACES

BP -BEARING PAD

CL / ℄ -CENTER LINE

CH -CHAINAGE

EF -EACH FACE / EARTH FACE

EGL -EXISTING GROUND LEVEL

EQ -EQUAL

FDN -FOUNDATION

FRL -FINISHED ROAD LEVEL

HFL -HIGH FLOOD LEVEL

H / h -HEIGHT

KB -KERB BEAM / EDGE BEAM

KPA -KILO PASCAL

L / L -LENGTH

LBL -LOWEST BED LEVEL

LV -LENGTH VARIES

M -METER

MM -MILLIMETER

MPA / MPA -MEGA PASCAL

NF -NEAR FACE

PCC -PLAIN CEMENT CONCRETE

RCC -REINFORCED CEMENT CONCRETE

RINF -REINFORCEMENT

RL -REDUCED LEVEL

SF -SUPER ELEVATION

T -TOP

THK / TH -THICK

V -VARIES / VARIABLE

W -WIDTH

X -CROSS

XG -CROSS GIRDER






















































1

GIRDER

50mm WEARING

COURSE

DRAIN SPOUT

GFRC RAILINGS

CROSS GIRDER

SECTION 1-1

SCALE 1 : 40

SEE DETAIL 'B'

KERB BEAM

DECK SLAB

2.5 % CROSS

SLOPE

11

DETAIL 'A'

SCALE 1:5

KERB BEAM

8-8mm Ø

BOLTS

3 NOS. M.S. FLAT

BAR (5X25) IN EQUAL

SPACE

RAIL POST

SLO

PE

SLOPE

SLOPE

SLOPE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

RAILING

20X20X6 MS

ANGLE FRAME

SLO

PE

SLO

PE

SLO

PE

SLO

PE

100mm Ø STEEL PIPE

5X25 FLAT BAR

WELDED WITH

MS ANGLE

20X25X6

MS ANGLE

8mm Ø

GI BOLT

130X130X6

MS PLATE

WELDED

WITH PIPE

DETAIL 'C'

WELD TYPE

KERB BEAM

3-5X25 MS FLAT BAR

IN EQUAL SPACE

100mm Ø PVC BEND

100mm Ø PVC

DRAIN PIPE

SOFFIT OF DECK

DETAIL 'B'

SCALE 1:10

SEE DETAIL 'C'

2.5

%

C

RO

SS

S

LO

PE

℄ OF BRIDGE

DRAIN SPOUT

KERB BEAM

RAILING

SEE DETAIL 'A'

DECK PLAN

(SHOWING DECK DRAINAGE AND RAILING)

SCALE 1 : 100

2.5

%

C

RO

SS

S

LO

PE

NOTES

A. GENERAL

1. ALL DIMENSIONS ARE IN MILLIMETER UNLESS

OTHERWISE MENTIONED

2. DO NOT SCALE THIS DRAWING. USE GIVEN

DIMENSIONS ONLY DURING CONSTRUCTION

OF THE WORK, THE CONTRACTOR MUST

CHECK THE DIMENSIONS, LEVELS AND

MEASUREMENT. DISCREPANCIES IF ANY TO

BE REPORTED TO THE ENGINEER BEFORE

EXECUTION

2. DRAINAGE ASSEMBLE MAY BE MMANUFACTURED

AT SITE OR PURCHASED FROM APPROVED

MANUFACTURER AS PER DIRECTION OF

ENGINEER.

B. MATERIAL

STEEL : (GRADE FE 500. IS 1786)


SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

DECK DRAINAGE

DETAIL

STD-03

AS SHOWN


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016


AutoCAD SHX Text

7000

DRAIN PIPE

DECK TOP

KERB TOP

GIRDER

ELEVATION OF RAILING ON DECK SLAB

Scale: 1:35

1

1

1

GIRDER

CROSS GIRDER

SECTION "1-1"

Scale:1:30

2.5 % CROSS SLOPE

SPOUT

DRAIN

GFRC RAILING

ELEVATION OF RAILING ON APPROACH SLAB

SCALE 1:30

KERB TOP

APPROACH

SLAB

DIMENSION DETAIL OF RAILING

Scale: 1:15

NOTE:

RAILINGS TO BE CONSTRUCTED WITH

GLASS FIBER REINFORCED CONCRETE

(GFRC)


SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

RAILING DETAILS

STD-04

AS SHOWN


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016

NOTES

A. GENERAL

1. ALL DIMENSIONS ARE IN MILLIMETER

UNLESS OTHERWISE MENTIONED.

2. DO NOT SCALE THIS DRAWING. USE

GIVEN DIMENSIONS ONLY.

3. DURING CONSTRUCTION OF THE WORK,

THE CONTRACTOR MUST CHECK THE

DIMENSIONS, LEVELS AND

MEASUREMENT. DISCREPANCIES IF ANY

TO BE REPORTED TO THE ENGINEER

BEFORE EXECUTION.

TYPE OF REBAR DIA OF REBAR

SPACINGBAR MARK

BAR MARK

20 - 05 - T 20 - 150 - EF

T - HIGH YIELD DEFORMED BAR

Y - DEFORMED MS BAR

R - ROUND MS BAR

INDICATES BAR CUT POINT

LOCATION /

REMARKS

NOS.

OF BAR


100X100X10

ANGLE

4

PLAN OF MS ANGLE

SCALE 1:10

T16 @ 300mm C/C.

WELDED TO ANGLE

12mm Ø PIN

@ 300mm C/C.

WELDED TO

ANGLE

2

2

4

RUBBER SEAL

GIRDER

GIRDER

KERB BEAM

KERB BEAM

GRID

GRID

1

PLAN OF DECK END JOINT

OVER ABUTMENT

SCALE=1:35

BACK WALL

CROSS GIRDER

12mm Ø PIN WELDED

WITH MS ANGLE

MS ANGLE

100X100X10

CL OF BRIDGE BEARING

T16 @ 300mm C/C.

50mm WC OVER

RUBBER SEAL100X100X10 MS ANGLE

BACK WALL

OF ABUTMENT

DECK SLAB

SECTION 1-1

(DECK END JOINT OVER ABUTMENT)

APPROACH SLAB

CROSS GIRDER

GIRDER

DECK

DOWEL BAR

CONNECTED AT

THESE POINTS

@ 300mm C/C.

12mm Ø PIN

(PLACED WITH EPOXY

BONDING MATERIAL)

SECTION 2-2

T16 @ 300mm C/C.

WELDED TO ANGLE

(100X100X10)

MS ANGLE

(100X100X10)

MS ANGLE

5 5

2-STEEL PLATE LX20X4 mm

WELDED TO ANGLE.

30X30mm

HOLE

3

3

RUBBER

30X30mm HOLE

SECTION 3-3

SCALE 1:5

PLAN OF RUBBER

SCALE 1:5

SECTION

4-4SCALE 1:2

5

MS ANGLE

STEEL PLATE

30X4 mm WELDED

TO ANGLE.

12mm Ø PIN

WELDED TO

ANGLE @

300mm C/C

5


SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

BRIDGE DECK

END JOINTS

STD-05

AS SHOWN


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016

NOTES

A. GENERAL







DIMENSIONS, LEVELS AND MEASUREMENT.

DISCREPANCIES IF ANY TO BE REPORTED

TO THE ENGINEER BEFORE EXECUTION.

B. SUGGESTED INSTALLATION PROCEDURE

1. WELD THE CONNECTOR BAR AND THE PINS

WITH THE ANGLE. THE ASSEMBLY MAY BE

MADE 1200mm PIECE OR AS AGREED BY THE

ENGINEER.

2. PLACE THE ASSEMBLY IN THE GIRDER / DECK

AND FIX IN POSITION.

3. CAST THE GIRDER AND DECK.

4. GEOMETRY OF THE ABUTMENT AS GIVEN

IS TENTATIVE.

5. THE ASSEMBLY OF THE DECK END JOINT

MAY BE MADE AT SITE.


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

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

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

NOTES:

A. GENERAL

ALL DIMENSIONS ARE IN MILLIMETER UNLESS

OTHERWISE MENTIONED

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.


SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

REBAR CODES

&

SHAPE DETAILS

STD-06

AS SHOWN


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016


SPACING

LOCATION/REMARKS

BAR MARK

NOS. OF BAR

BAR MARK

20 - 05 - T 20 - 150 - EF


Y - DEFORMED MS BAR

R - ROUND MS BAR


1

GIRDER

2.5 % X-SLOPE

50 WEARING

200 DECK SLAB

COURSE

DRAIN SPOUT

RAILING

CROSS GIRDER

DETAIL '1'

SCALE 1 : 40

DETAIL

2

DETAIL

1

7600

1 2 43

GIRDER

CROSS GIRDER

DRAIN

PIPE

2.5 % X-SLOPE

℄ OF BRIDGE

SECTION 2-2

SCALE 1 : 80

2.5 % X-SLOPE

CR

OS

S G

IR

DE

R (300X

1700)

A B D

1

2

3

4

AB

D

GIRDER

CROSS GIRDER CROSS GIRDER (XG) CROSS GIRDER

DECK SLAB

KERB BEAM (KB)

50mm WEARING COURSEGFRC RAILING

2

1 1

C

CROSS GIRDER

C

RAILLING

2

2.5 %

X

-S

LO

PE

2.5 %

X

-S

LO

PE

GIRDER (500X1900)

KERB BEAM (350X350)

KERB BEAM (350X350)

RAILLING

GIRDER (500X1900)

GIRDER (500X1900)

GIRDER (500X1900)

CR

OS

S G

IR

DE

R (300X

1700)

CR

OS

S G

IR

DE

R (300X

1700)

CR

OS

S G

IR

DE

R (300X

1700)

DECK OUT LINE

℄ OF BRIDGE

DRAIN SPOUT

DRAIN SPOUT

DECK PLAN

SCALE 1 : 100

SECTION 1-1

SCALE 1 : 100

BRICK DECK END JOINT

(SEE STD-05)

DETAIL '2'

NTS

SOFFIT

OF DECK


SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

PLAN, SECTION AND

ELEVATION OF DECK

S24-C7-07

AS SHOWN


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016

NOTES :

A. GENERAL

1. ALL DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE

MENTIONED.

2. DO NOT SCALE THIS DRAWING. USE GIVEN DIMENSIONS ONLY.

3. DURING CONSTRUCTION OF THE WORK, THE CONTRACTOR MUST

CHECK THE DIMENSIONS, LEVELS AND MEASUREMENT.

DISCREPANCIES IF ANY TO BE REPORTED TO THE ENGINEER

BEFORE EXECUTION

B. MATERIAL

4. CONCRETE 28 DAYS STRENGTH IN CUBE, f'c = 30mPa. UNLESS

OTHERWISE MENTIONED IN THE SPECIFICATION, THE TRIAL MIX

DESIGN STRENGTH SHALL BE 33.0 MPa

5. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe500, IS 1786)

REFERENCE DRAWINGS

1. GENERAL NOTES FOR RCC CONSTRUCTION STD-02

2. DECK DRAINAGE DETAIL STD-03


AutoCAD SHX Text

7000

AutoCAD SHX Text

7000

A B D

1

2

3

4

1

C1

91-01-T12-250-BOTT.

90-1a-T12-250-BOTT.

91-03-T12-250-TOP

90-3b-T16-250- EXT.TOP

90-3b-T16-250- EXT.TOP

90-3a-T12-250- EXT.TOP

REINFORCEMENT PLAN OF DECK SLAB

SCALE 1:100

LAP IN ALTERNATE POSITION FOR NEXT BAR

30-02-T12-200-BOTT.

30-04-T12-200-TOP

12

43

03+3b04

01+1a

02

LAP IN ALTERNATE POSITION

GIRDER

03

04


REINF. DETAILS OF THE DECK SECTION

SCALE 1 : 40

SECTION 1-1

0101

03 03+3a 03+3a 03+3b03

SEE DETAIL 'A'

MAIN GIRDER REINF.

(SEE, S20-C7-09)

1a1a

1

GIRDER

1a

GIRDER REINF.

DECK TOP

033b

04

01

DETAIL 'A'

SCALE 1:20

SECTION ROUGHED FOR

KERB CONSTRUCTION

KERB BEAM REINF.

(SEE, S20-C7-10)

NOTES

A. GENERAL










B. MATERIAL

1. CONCRETE 28 DAYS STRENGTH IN CUBE,

f'c = 30.0 MPa. [UNLESS OTHERWISE

MENTIONED IN THE SPECIFICATION,THE

TRIAL MIX DESIGN STRENGTH SHALL BE

33.0 MPa]

2. YIELD STRENGTH OF STEEL, fy = 500 MPa

(GRADE Fe 500, IS 1786)

C. COVERING

a. TOP OF DECK = 50mm

b. BOTTOM OF DECK = 25mm

c. SIDE OF DECK = 40mm


SPACINGBAR MARK

BAR MARK

20 - 05 - T 20 - 150 - EF


Y - DEFORMED MS BAR

R - ROUND MS BAR


LOCATION /

REMARKS

NOS.

OF BAR


SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

D:\DH16Data\BHUTAN\1_Zoeig-DPM JV\Bhutan_1.JPG

REINFORCEMENT

DETAILS OF DECK SLAB

S24-C7-08

AS SHOWN


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016

REFERENCE DRAWINGS


2. REBAR CODES & SHAPE DETAILS STD-06

3. PLAN, SECTION ELEVATION OF DECK S24-C7-07

4. MISCELLANEOUS DETAILS S24-C7-11

5. REBAR SCHEDULE S24-C7-13


10

SECTION 1-1

SCALE 1:30

2-12-T20-EQ-TOP

4-16-T32-EQ-BOTT.

10 11

16

12 12

2X5-13-T16-190- FACE BAR

SECTION 2-2

SCALE 1:30

SECTION 3-3

SCALE 1:30

4-15-T32-EQ-BOTT.

** SEPERATOR BETWEEN THE LAYERS Ø 25 @ 1000 C/C ALONG THE LENGTH

4-17-T32-EQ-BOTT. 17 17

11

16

12

15

17

2-14-T25-EQ-BOTT.

SECTION 4-4

SCALE 1:30

13 13 13

SEE S24-C7-08 FOR

DECK REINF. DETAIL

DA B

12

LONG SECTION OF THE GIRDER

SCALE 1:70

1

1

2

2

10

15 13

C


10 11

4

4



141617

3

3


1

6

TYPICAL PLAN OF A LAP


SPACINGBAR MARK

BAR MARK

20 - 05 - T 20 - 150 - EF


Y - DEFORMED MS BAR

R - ROUND MS BAR


LOCATION /

REMARKS

NOS.

OF BAR


SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

REINFORCEMENT

DETAILS OF

MAIN GIRDER

S24-C7-09

AS SHOWN


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016

NOTES

A. GENERAL




DIMENSIONS ONLY.




DISCREPANCIES IF ANY

TO BE REPORTED TO THE ENGINEER

BEFORE EXECUTION.

B. MATERIAL




TRIAL MIX DESIGN

STRENGTH SHALL BE 33.0 mPa]


(GRADE Fe500, IS 1786)

C. COVERING

a. MAIN GIRDER ALL SIDE = 40mm

REFERENCE DRAWINGS




4. REBAR SCHEDULE S24-C7-12


AutoCAD SHX Text

12000

AutoCAD SHX Text

LAP

AutoCAD SHX Text

LAP

1

DETAIL

12 3 4

SEE, S24-C7-08

SLAB REINF.

KERB BEAM REINF.

MAIN GIRDER REINF.

3 -05 -T20-EQ-TOP

4-06 -T16-EQ-BOTT.

8-04-T10-190-STR

04

2X2=4-07-T12-EQ-EF

SEE, S24-C7-10

KERB BEAM REINF.

CROSS GIRDER REINF. DETAILS

SCALE 1: 30

GFRC RAILING

04

GFRC RAILING

GFRC

RAILING

150-01-T12-150-STR.

3-02-T16-EQ-TOP

3 -03 -T16-EQ-BOTT.

04

07

06

DETAIL '1'

SCALE 1: 30

1

NOTES

A. GENERAL


OTHERWISE MENTIONED.


DIMENSIONS ONLY.

3. DURING CONSTRUCTION OF THE WORK, THE

CONTRACTOR MUST CHECK THE DIMENSIONS,

LEVELS AND MEASUREMENT. DISCREPANCIES

IF ANY TO BE REPORTED TO THE ENGINEER

BEFORE EXECUTION.

B. MATERIAL


f'c = 30.0 MPa. [UNLESS OTHERWISE MENTIONED

IN THE SPECIFICATION,THE TRIAL MIX DESIGN

STRENGTH SHALL BE 33.0 mPa]


(GRADE Fe500, IS 1786)

C. COVERING

a. ALL SIDE = 40mm

D. CONSTRUCTION

1. KEEP CROSS GIRDER BAR FOLDED INSIDE

SHUTTERING DURING CONSTRUCTION OF

MAIN GIEDER


SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

REINFORCEMENT

DETAILS OF CROSS

GIRDER AND KERB BEAM

S24-C7-10

AS SHOWN


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016


SPACINGBAR MARK

BAR MARK

20 - 05 - T 20 - 150 - EF


Y - DEFORMED MS BAR

R - ROUND MS BAR


LOCATION /

REMARKS

NOS.

OF BAR

REFERENCE DRAWINGS




4. REBAR SCHEDULE S24-C7-12 & 13


HIGH POINT OF CAMBER ℄SEE DETAIL 'A'

CONSTRUCTION JOINT

WITH SHEAR KEY

TYPICAL CONSTRUCTION JOINT IN DECK

[LOCATION OF CONSTRUCTION JOINT SHALL BE DECIDED AS

PER ENGINEER'S DECISION]

DECK TOP

℄DECK TOP

25X30 DEEP COLD

APPLIED POLYSULPHATE

JOINT SEALER

DETAIL 'A'

1 2 43 1 2 43

SCAFFOLDING

GIRDER

SEQ : 1 GIRDER CASTING

SCAFFOLDING

SEQ : 2 CROSS GIRDER & DECK CASTING

1 2 43

SEQ : 3 KERB BEAM & RAILING CASTING

ABUTMENT

● SCAFFOLDING REMOVED

● BRIDGE SUPPORTED ON

ABUTMENT

1 2 43

SEQ : 4 WEARING COURSE CASTING

READY FOR TRAFFIC

SHUTTER

ARRANGEMENT

4 3 2 1

Y

X

Z


SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

MISCELLANEOUS

DETAILS

S24-C7-11

AS SHOWN


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016

TABLE 3 : ¹

1

2

Upward camber in millimeter

LENGTH

IN m

CAMBER ²IN mm

UPWARD CAMBER TO BE

PROVIDED IN THE GIRDER

DURING CONSTRUCTION

Camber Provided Considering

● Girder Self Weight.

● Deck Weight

0 0

1 4

2 7

3 9

4 12

5 14

6 16

7 18

8 19

9 20

10 21

11 22

12 22

13 22

14 21

15 20

16 19

17 18

18 16

19 14

20 12

21 9

22 7

23 4

24 0



SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

REBAR SCHEDULE

S24-C7-12

NTS


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016


SPACINGBAR MARK

BAR MARK

20 - 05 - T 20 - 150 - EF


Y - DEFORMED MS BAR

R - ROUND MS BAR


LOCATION /

REMARKS

NOS.

OF BAR

NOTES

A. GENERAL










B. MATERIAL





33.0 MPa]


(GRADE Fe 500, IS 1786)

C. COVERING

DECK:




KERB BEAM:

a. ALL SIDE = 40mm

CROSS GIRDER:

a. ALL SIDE = 40mm

MAIN GIRDER:

a. ALL SIDE = 40mm

REFERENCE DRAWINGS


2. RAILING DETAILS STD-04


4. REINF. DETAILS OF MAIN GIRDER S24-C7-09


./S24-C7-02_General Note_RC.dwg





















































SCALE:

FIRST ISSUE

NAME & SIGNATURE

DRAWN: DESIGN:

APPROVED BY :

(as Sheet A3 size)



ZORIG-DPM JV.

P.O. Box No. 797

Room No. 09


Thimphu, Bhutan

STANDARDIZATION OF

BRIDGE DESIGNS

REBAR SCHEDULE

S24-C7-13

NTS


24m SPAN RCC GIRDER

(7.00m CARRIAGEWAY)

JULY.,2016


SPACINGBAR MARK

BAR MARK

20 - 05 - T 20 - 150 - EF


Y - DEFORMED MS BAR

R - ROUND MS BAR


LOCATION /

REMARKS

NOS.

OF BAR

NOTES

A. GENERAL










B. MATERIAL





33.0 MPa]


(GRADE Fe 500, IS 1786)

C. COVERING

DECK:




KERB BEAM:

a. ALL SIDE = 40mm

CROSS GIRDER:

a. ALL SIDE = 40mm

MAIN GIRDER:

a. ALL SIDE = 40mm


REFERENCE DRAWINGS



3. REINF. DETAILS OF DECK SLAB S24-C7-08

4. REINF. DETAILS OF CROSS GIRDER S24-C7-10

5. REINF. DETAILS OF KERB BEAM S24-C7-10





















































ABUTMENT DRAWING

SHEET CONTENTS :

DRAWING LIST

REVISION DATE DRAWING NO.

SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

RZ-DL-01




(24m SPAN & 7m CARRIAGEWAY)

ON APPROACH ROAD TO RIGHT BANK

OF WANGCHUK RIVER, THIMPHU.

JULY.,2016

TSHEWANG DORJI (Chief Engineer)

NGAWANG THINLEY (Dy. EE)

TSHEWANG RINZIN (Engineer)


GENERAL ELEVATION 01

7

5

4

3

GENERAL PLAN 012

DRAWING LIST1

DRAWING NUMBERDESCRIPTION SL

GENERAL PLAN 02

DRAWING LIST

8

REINFORCEMENT DETAIL OF DIRT WALL & PLAN OF RETURN WALL

REINFORCEMENT DETAIL OF RETURN WALL

14

13

12

11

10

9

REINFORCEMENT LIST & SUMMARY OF THE ABUTMENT

REINFORCEMENT LIST & SUMMARY OF THE ABUTMENT


FOOTING PLAN & SIDE ELEVATION OF ABUTMENT

REINFORCEMENT LIST & SUMMARY OF THE RETURN WALL

RZ-DL-01

RZ-GP-02

RZ-GP-03

RZ-GE-04

RZ-GE-05

RZ-ABT-07

RZ-ABT-08

RZ-ABT-10

RZ-ABT-11

RZ-ABT-12

RZ-ABT-13

RZ-ABT-14

RZ-ABT-15

FRONT ELEVATION & SECTION OF THE ABUTMENT

REINFORCEMENT DETAIL & REINFORCEMENT VIEW "1-1" OF THE ABUTMENT

6

DETAILS OF BRIDGE BEARINGS

RZ-GE-06

RZ-ABT-09

DETAIL "A" & DIRT WALL DETAILS

15REINFORCEMENT PLAN & SECTION "B-B" OF RETURN WALL

RZ-ABT-16

16

APPROACH SLAB DETAILS

KERB BEAM DETAILS ON APPROACH SLAB

SEISMIC ARRESTOR BLOCK DETAILS

17

18

19

REINFORCEMENT LIST & SUMMARY OF APPROACH SLAB & KERB BEAM ON APPROACH SLAB20

RZ-ABT-17

RZ-ABT-18

RZ-ABT-19

RZ-ABT-20

495.0

497.5

497.5

500.0

500.0

502.5

502.549

5.0

495.0

495.049

7.5

497.5

500.0

500.0

502.5

502.5

CO-ORDINATES

East North ElevationDescription

BM1 893.155 486.635 93.840 BENCH MARK

BM2 1010.194 454.679 109.652 BENCH MARK

BM3 1006.531 511.298 100.857 BENCH MARK

STN01 1000.000 500.000 100.000 INSTRUMENT STATION

REMARKS

ALIGNM

ENT

STN 01RL = 100.000

BM 01

RL = 93.840

BM 02RL = 109.652

BM 03RL = 100.857

B

R

ID

G

E

S

P

A

N

=

2

4

.0

0

M

E

T

E

R

S

R15000

R15000

0.000

5.000

10.000

15.000

20.000

25.000

30.000

35.000

40.000

45.00046.775

FLOW DIRECTON

GENERAL PLANSHEET CONTENTS :

GENERAL PLAN 01


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:300

DESIGN

DRAWN

CHECKED

APPROVED

RZ-GP-02







JULY.,2016





NOTES:

1) THE HEIGHT OF ABUTMENT DESIGNED HEREIS ASSUMING THAT, THE ROCK WHICH IS SEENTODAY AT FOUNDATION LOCATION OF BRIDGESITE IS NOT SOLID AND IT WILL NOT ABLE TOTAKE ALLL THE LOADS COMING ON IT FROMBRIDGE.

2) THE HEIGHT OF ABUTMENT WASDETERMINED CONSIDERING SCOUR DEPTH DUETO DESIGN DISCHARGE OF THE RIVER.

3) DURINFG THE CONSTRUCTION (THAT ISDURING EXCAVATION) IF THE ROCK AT THEFOUNDATION LOCATION OF THE BRIDGE ISSOLID, THEN THE HEIGHT OF THE ABUTMENTWILL HAVE TO REDUCE

497.5

497.5

500.0

500.0

502.5

502.5

495.0

497.550

0.0

ALIGNM

ENT

STN 01RL = 100.000

BM 03RL = 100.857

B

R

ID

G

E

S

P

A

N

=

2

4

.0

0

M

E

T

E

R

S

R15000

0.000

5.000

10.000

15.000

20.000

25.000

30.000

35.000

40.000

FLOW DIRECTON

SHEET CONTENTS :

GENERAL PLAN 02


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:180

DESIGN

DRAWN

CHECKED

APPROVED

RZ-GP-03







JULY.,2016





Datum : 91.000

99.6

35

0.0

00

99.7

50

5.0

00

93.2

04

10.0

00

92.6

88

15.0

00

92.3

78

20.0

00

92.0

68

25.0

00

95.0

05

30.0

00

100.0

00

32.2

24

99.7

89

35.0

00

99.4

08

40.0

00

100.9

20

45.0

00

102.8

23

46.7

75

Chainage

Elevation

Horizontal Scale 1 : 200

Vertical Scale 1 : 200

LS 02

LWL = 92.991

HFL = 95.941

Horizontal slope=0.5%

BRIDGE SPAN = 24.00 METERS

RL= 97.95(AT BS)

RL= 89.02(FT)

RL= 88.02(FB)

RL= 87.92(PB)

RL= 88.90(FT)

RL= 87.90(FB)

RL= 87.80(PB)

RL= 100.06(FRL) RL= 100.06(FRL)

RL= 97.95(AT BS)

LEGEND:

* FRL : FINISHED ROAD LEVEL

* AT-BS : ABUTMENT TOP - BACKFILL SIDE

* FT : FOOTING TOP

* FB : FOOTING BASE

2353

CH=7

.353

1353

CH=3

1.353

RIGHT BANKLEFT BANK

RL= 98.02(Base of Bearing seat)

RL= 98.17(Top of Bearing seat)

RL= 98.234(Top of Bearing)




RL= 91.991(EGL)

* PB : PCC BASE

* LWL : LOWEST WATER LEVEL

* HFL : HIGHEST FLOOD LEVEL

* EGL : EXISTING GROUND LEVEL

GENERAL PROFILE

50 50

SHEET CONTENTS :



SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:140

DESIGN

DRAWN

CHECKED

APPROVED

RZ-GE-04







JULY.,2016





5.0

00

10.0

00

15.0

00

20.0

00

25.0

00

30.0

00

32.2

24

35.0

00

LWL = 92.991

HFL = 95.941


BRIDGE SPAN = 24.00 METERS

RL= 97.95(AT BS)

RL= 89.02(FT)

RL= 88.02(FB)

RL= 87.92(PB)

RL= 88.90(FT)

RL= 87.90(FB)

RL= 87.80(PB)

RL= 100.06(FRL)

RL= 97.95(AT BS)

2353

CH=7

.353

1353

CH=3

1.353

RIGHT BANKLEFT BANK







RL= 91.991(EGL)

50 50

SHEET CONTENTS :



SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:90

DESIGN

DRAWN

CHECKED

APPROVED

RZ-GE-05







JULY.,2016





1150

1900

1900

1900

1150

850

300

300

1300

300

300

1300

300

300

1300

300

300

850

8000

℄OF BEARING

1900700 300 900

500 200300 298 602

900

600

BEARING SEAT

RUBBER

BEARING

GIRDER

OUTLINE

ABUTMENT

DIRT WALL

NEAUROPRENE

RUBBER PAD

2 CM THICK

SEISMIC

ARRESTOR BLOCK

SEISMIC

ARRESTOR BLOCK

5.56% SLOPE

5.56% SLOPE

5.56% SLOPE

5.56% SLOPE

5.56% SLOPE

DETAIL

"C"

PLAN OF BEARING ON ABUTMENT

Scale: 1:40

XX

YY

500

350

300

501

1310

500

350 150 298 602

1900

900500

SECTION "Y - Y"

Scale: 1:45

5.56% SLOPE

50 10

0

150

900

50

500

350

300

500

500

350 150 298 602

1900

900500

SECTION "X - X"

Scale:1:45

BEARING SEAT

10 CM THICK

BEARING

5.56% SLOPE

100

150

900

1310

PLAN OF BEARING SEAT

900

600

100

150

900

SIDE ELEVATION

BACK ELEVATION

100

100

600

600

150

150

600

600

FRONT ELEVATION

DETAIL OF BEARING SEAT

Scale: 1:20

901

300

300

1900

700 300 900

500 200 300 300 600

350

500

20

50

500

BEARING SEAT

SEISMIC

ARRESTOR BLOCK

5.56% SLOPE

5.56% SLOPE

BEARING

GIRDER

OUTLINE

DETAIL "C"

Scale:1:30

900

240

4

4

0

64

TRANSVERSE AXIS

OF BRIDGE

LONG AXIS OF

BRIDGE

ELASTOMERIC BEARING

Scale: 1:10

SEE DETAIL 'A'

STEEL PLATE

ELASTOMER

DETAIL 'A'

(TYPICAL)

Scale:1:3

SHEET CONTENTS :

DETAILS OF THE

BRIDGE BEARING


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-06







JULY.,2016





ELASTOMERIC BEARING

UNLESS OTHERWISE MENTIONED IN THE

TECHNICAL SPECIFICATION, THE PROPERTIES

AND TEST REQUIREMENTS OF THE ELASTOMERIC

BEARING SHALL BE AS FOLLOWS :

MATERIAL PROPERTIES :

a. Shear modulus of ELASTOMER shall be in

the range of 0.9~1.0 mPa

b. Min. yield strength of reinforcing steel shall

be,

fy = 240 mPa.

TESTS ON ELASTOMERIC BEARINGS

A. Test of Elastomer

A.1. Physical properties

a. Hardness test- ASTM D 2240

b. Tensile strength test-ASTM D 412

c. Ultimate Elongation Tes - ASTM D 412.

A.2. Heat Resistance :

a. Change in Durometer hardness

b. Change in tensile strength

c. Change in ultimate elongation

A.3. Compression Set :

22 hours @ 212°F Maximum % - ASTM

D 395 Method B

a.4. Shear Modulus Test on Materials from

Bearing - ASTM D 4014

B. Test on Laminate/Elastomer Combination

Vulcanized Bond Test - ASTM D429 Method B

C. Geometric Dimensions

a. Overall height

b. Overall horizontal dimensions

c. Thickness of individual layers of elastomer

d. Parallelism with opposite face

e. Edge cover of embedded laminates,

thickness of top and bottom cover.

D. Short Duration Compression Test Design

Maximim Load per Bearing :

[ SEE DRAWING 'MISCELLANEOUS DETAILS' - 11 ]

NOTES

A. GENERAL


OTHERWISE MENTIONED.


DIMENSIONS ONLY.

3. DURING CONSTRUCTION OF THE WORK, THE


LEVELS AND MEASUREMENT. DISCREPANCIES IF

ANY TO BE REPORTED TO THE ENGINEER

BEFORE EXECUTION.

300

50

300

80

3750

SECTION OF THE KERB BEAM

ON APPROACH SLAB

Scale: 1:25

8 CM THICK PCC

APPROACH SLAB

KERB BEAM

5 CM THICK

WEARING COURSE

R

R

300

ELEVATION OF KERB BEAM ON APPROACH SLAB

Scale: 1:30

3750

KERB BEAM

300

3-02-T16-EQ-TOP

3-03-T16-EQ-BOTT.

1000

24

-0

1-T

12

-1

50

-S

TIR

RU

P

KERB BEAM REINFORCEMENT

Scale:1:30

350

300

R80

(ROAD SIDE)

(VALLEY

SIDE)

KERB BEAM

AB

UT

ME

NT

W

AL

L

RE

TU

RN

W

AL

L

SECTION

ROUGHENED

FOR KERB

CONSTRUCTION

SECTION "R - R"

Scale:1:30

13-01-T12-150

(STIRRUP)

3-02-T16-EQ-TOP

1000

2x2=4-04-T16-EQ-BOTT.

KERB BEAM REINFORCEMENT

Scale: 1:20

3-03-T16-EQ-BOTT.

TABLE 1: CONCRETE SCHEDULE FOR KERB BEAM

TYPE

RCC RAIL POST

NO

2

SIZE

8000 X 3700

VOLUME

17.86

MATERIAL

M30

MANUFACTURER

CAST IN PLACE CONCRETE

SHEET CONTENTS :

KERB BEAM DETAILS

ON APPROACH SLAB


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-07







JULY.,2016





3225 25 500

3750

8000

33

PLAN

Scale: 1:45

56-03-T12-150-TOP.

56-01-T12-150-BOTT.

22-04-T12-150-TOP.

22-02-T12-150-BOTT.

SECTION "4 - 4"

Scale: 1:35

SECTION "3-3"

Scale: 1:30

APPROACH SLAB

8 cm THICK PCC

250100 MM DIA. SPRING COIL

MADE FROM 12 MM DIA BAR 20 MM DIA. ROD

3225

350

80

2700

250

TABLE 2: CONCRETE SCHEDULE FOR APPROACH SLAB

TYPE

APPROACH SLAB

NO

2

SIZE

8000 x 3195

VOLUME

15.34

MATERIAL

M30

MANUFACTURER


REINFORCEMENT PLAN

Scale:1:45

56

-0

1-T

12

-1

50

-B

OT

T.

56

-0

3-T

12

-1

50

-T

OP

22

-0

2-T

12

-1

50

-B

OT

T.

22

-0

4-T

12

-1

50

-T

OP

44

BOTT. BAR

TOP BAR

5 @

50 =

250

Ø 1

00

22 Ø 100 SPRING COIL

SHEET CONTENTS :

APPROACH SLAB

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-08







JULY.,2016





900

500

5

.5

6

%

S

L

O

P

E

1000

900 500

1000

1200

1200

3-0

1-T

20

-E

Q

7-03-T16-150-STIRRUP


7-0

2-T

20

-1

50

3-01-T20-EQ


7-03-T20-150-STIRRUPS

PLAN

SIDE ELEVATION

FRONT ELEVATION

REINFORCEMENT DETAILS OF SEISMIC ARRESTOR BLOCK

TABLE 3: CONCRETE SCHEDULE FOR SEISMIC ARRESTOR BLOCK (SAB)

TYPE

SAB

NO

4

SIZE

900X 500

VOLUME

1.80

MATERIAL

M30

MANUFACTURER


BAR MARK

7-03-T 20-150

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

NOTES

MATERIALS

1. CONCRETE 28 DAYS STRENGTH

IN CUBE, fck = 30 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

ALL SIDES = 40 MM

1200

7-0

2-T

20

-E

Q

1200

3-0

1-T

20

-E

Q

03

(S

TIR

RU

P)

03

(S

TIR

RU

P)

03

(S

TIR

RU

P)

03

(S

TIR

RU

P)

GENERAL

1. ALL THE DIMENSIONS ARE IN MILLIMETER


2. DO NOT SCALE THE DRAWING.

USE GIVEN DIMENSIONS ONLY.

8 8

SECTION "8 - 8"

150

7-02-T20-EQ

7-02-T20-EQ

3-01-T20-EQ

SHEET CONTENTS :

SEISMIC ARRESTOR

BLOCK DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:16

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-09







JULY.,2016





1003400 1200

1006000

4000 2000

1400100

750

6500

750

100

8000

8200

FOOTING PLANScale: 1:40

HAUNCH(150 X 150)

℄ of

Abu

tmen

t

1003400 1200 1400

1004000 20006200

100

1000

9000

150

2014

10000

1216

4

8200

500

1310

350

300

500

SIDE ELEVATIONScale: 1:60

℄ of

Abu

tmen

t

5cm Wearing coarse

Approach slab

8cm thick PCC

100

900

50

216

4

1000

3250 500

3750

1950

2014

DetailA

8200

800

SHEET CONTENTS :

FOOTING PLAN & SIDE

ELEVATION OF

ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-10







JULY.,2016





750 6500 750

1000 1500 1500 1500 1000

1750 1500 1500 1750

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

216

4

350

300

500

1216

0

1000

12264

100 1008000

8200

100

1000

FRONT ELEVATIONScale: 1:60

1900

1700

50

1010

200

A

A

1003400 1200 1400

1004000 20006000

100

1000

450 1000 1000 450

950 1000 950

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

150

50CM FILTER MATERIAL

SECTION"A-A"Scale: 1:60

℄ of

Abu

tmen

t

5cm Wearing coarse

Approach slab

8cm thick PCC

1950

2014

10735

9000

SHEET CONTENTS :

FRONT ELEVATION

& SECTION OF

ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-11







JULY.,2016





℄OF BEARING500

150350

50

150

350

300

500

1310

500

5001000

100

150

1200

DETAIL "A"

Scale: 1:25

50

1900

1700

1950

200

DECK TOP

50mm WEARING COARSE

100 300

200


DECK TOP

BEARING

BEARING CONCRETE SEAT

(HORIZONTAL TOP)

BACK WALL

CROSS GIRDER

DECK END JOINT

50mm WEARING COARSE

GIRDER

DIRT WALL DETAILS

Scale: 1:25

℄OF BEARING


SHEET CONTENTS :

DETAIL "A" & DIRT WALL

DETAILS


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-12







JULY.,2016





79-01-T16-100-BOTT.

40-02-T16-150-BOTT.

23-04(A)-T16-150-TOP.

10-04(B)-T16-150-TOP.

79-03-T16-150-TOP.

7x19=133-05(B)-T12-STIRRUPS

8x20=160-05(A)-T12-STIRRUPS

3-06(B)-T16-EQ/FACE

3-06(A)-T16-EQ/FACE

3x2=6-07(A&B)-T16-EQ/FACE

57-08(A)-T25-140-BACK

57-09(A)-T20-140-VALLEY

57-08(B)-T20-140-BACK

57-09(B)-T16-140-VALLEY

63-10-T16-140-BACK65-11-T16-140-VALLEY

15x14=210-12(A)-T12-

560-STIRRUPS

14x13=182-12(B)-T12-

560-STIRRUPS

4x2=8-13-T16-EQ/FACE

16x2=32-14-T16-EQ/FACE

1 1

14-15-T12-140-DW

57-17-T12-140-DW



5-20-T16-140-TOP

6x4=24-21-T12-100-BEARING

9x4=36-22-T12-100-BEARING

15-23-T12-140-DW

6-24-T12-140-DW

2-25-T12-140-DW2-26-T12-140-DW

REINFORCEMENT DETAIL OF ABUTMENT Scale: 1:55

960

1500

57-16-T12-140-DW

300

300

57-27-T12-140-CAP

1375 880

3221

1145

79-01-T16-100-BOTT.3-07(A)-T16-EQ/FACE

3-07(B)-T16-EQ/FACE

23-04(A)-T16-150-TOP.

10-04(B)-T16-150-TOP.

40-02-T16-150-BOTT.

79-03-T16-150-TOP.

40@150=5850

77@10

0=7

600

1@12

5=1

25

1@12

5=1

25

REINFORCEMENT DETAILVIEW "1-1" OF ABUTMENTScale: 1:50

SHEET CONTENTS :

REINFORCEMENT

DETAIL &

REINFORCEMENT VIEW

"1-1" OF ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-13







JULY.,2016





PLAN OF RETURN WALL

Scale: 1:45

6200

6000

3400 1200 1400

100 100

8200

8000

6500

750

750

100

100

℄ of

Abu

tmen

t

400

600

STIRRUP PLAN OF BASE SLAB

Scale: 1:25

REINFORCEMENT DETAIL OF DIRT WALL & BEARINGScale: 1:35

14-15-T12-140-DW

57-17-T12-140-DW



5-20-T16-140-CAP

6x4=24-21-T12-100-BEARING

9x4=36-22-T12-100-BEARING

15-23-T12-140-DW

6-24-T12-140-DW

2-25-T12-140-DW2-26-T12-140-DW

57-16-T12-140-DW

300

300

57-27-T12-140-CAP

300

SHEET CONTENTS :

REINFORCEMENT

DETAIL OF DIRT WALL &

PLAN OF RETURN WALL


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-14







JULY.,2016





24-01(A)-T20-140-BACK

24-02(A)-T16-140-VALLEY

24-2(A)-T16-140-VALLEY

64-04(A)-T16-140-VALLEY

64-03(A)-T16-140-BACK

39-06-T16-280-HUANCH BAR

4x13=52-05-T12-

840-SPACER

B

REINFORCEMENT PLAN OF RETURN WALL

Scale: 1:45

B

39-06-T16-280-HUANCH BAR

15-04(B)-T16-140-VALLEY

15-03(B)-T16-140-BACK

24-01(B)-T16-140-BACK

24-02(B)-T16-140-VALLEY

24-01(A)-T20-140-BACK

24-01(B)-T16-140-BACK

64-04(A)-T16-140-VALLEY

15-04(B)-T16-140-VALLEY

64-03(A)-T16-140-BACK

15-03(B)-T16-140-BACK

24-2(B)-T16-140-VALLEY

℄ of

Abu

tmen

t

4x13=52-05-T12-

840-SPACER

4x13=52-05-T12-

840-SPACER

4x13=52-05-T12-

840-SPACER

840 840

SECTION "B-B"

Scale: 1:55

150 14

0

560

560

140

200

670

150

78

78

140 14

0

24-01(A)-T20-140-BACK

24-2(A)-T16-140-VALLEY

24-01(B)-T16-140-BACK

24-2(B)-T16-140-VALLEY

64-03-T16-140-BACK

position of first haunch bar

position of last haunch bar

64-04(A)-T16-140-VALLEY

15-03(B)-T16-140-BACK 15-04(B)-T16-140-VALLEY

4x13=52-05-T12-

840-SPACER

840

840

4x13=52-05-T12-

840-SPACER

SHEET CONTENTS :

REINFORCEMENT

PLAN & SECTION "B-B"

OF RETURN WALL


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-15







JULY.,2016





7575

24-01(A)-T20-140-BACK

24-2(A)-T16-140-VALLEY

24-01(B)-T16-140-BACK

24-02(B)-T16-140-VALLEY

80-03(A&B)-T16-140-BACK

80-04(A&B)-T16-140-VALLEY

REINFORCEMENT DETAIL OF RETURN WALL

Scale: 1:55

1950

SHEET CONTENTS :

REINFORCEMENT

DETAIL OF RETURN

WALL


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-16







JULY.,2016





NOTES

GENERAL


UNLESS OTHERWISE SPECIFIED.

2. DO NOT SCALE THE DRAWINGS.

USE THE GIVEN DIMENSIONS ONLY.

3. DURING THE CONSTRUCTION, THE


LEVELS AND MEASUREMENTS. DISCREPANCY


BEFORE EXECUTION.

4.. CLEAR COVER OF 75 MM SHOULD BE PROVIDED

FOR THE ABUTMENT WALLS.

MATERIALS

1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR

ABUTMENT AND RETURN WALL IS M 25.


SEISMIC ARRESTOR IS M 30.


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

3. DETAILS OF STEEL IS MENTIONED IN THE

DRAWINGS AND ITS QUANTITY IN THE

BAR BENDING SCHEDULE.

BAR MARK

79-01-T16-100-BOTT.

NOS. OF

BAR

BAR MARK

TYPE OF BAR DIA. OF BAR

SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


b

a c

b

a c

b

a c

b

a c

b

a c

a

b

c

b

a c

b

a c

b

a

a

b

a

b

b

a c

b

a c

b

a

b

c a

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









BEFORE EXECUTION.

MATERIALS


ABUTMENT AND RETURN WALL, fck = 25 MPa.


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




COVERING

1. ABUTMENT WALL (ALL SIDES) = 75 MM

(UP TO OUTER FACE OF MAIN BAR)

2. RETURN WALL (ALL SIDES) = 75 MM


BAR MARK

79-01-T16-100-BOTT.

NOS. OF

BAR

BAR MARK


SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


SHEET CONTENTS :

REINFORCEMENT LIST

& SUMMARY OF THE

ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-17







JULY.,2016





b

a c

b

a c

b

a c

b

a c

b

a c

b

a c

b

a c

b

a c

b

a c

b

a c

c

b

a

d

b

c a

b

c a

a

b

c

d

a

b

c



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

79-01-T16-100-BOTT.

NOS. OF

BAR

BAR MARK


SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


SHEET CONTENTS :

REINFORCEMENT LIST

& SUMMARY OF THE

ABUTMENT


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-18







JULY.,2016





a

b

b

a

a

b

a

b

b

a c

b

a c

b

a c

b

a c

b

a c

a

b

c



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

79-01-T16-100-BOTT.

NOS. OF

BAR

BAR MARK


SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


SHEET CONTENTS :

REINFORCEMENT LIST &

SUMMARY OF THE RETURN

WALL & SEISMIC

ARRESTOR BLOCK


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-19







JULY.,2016





REBAR SCHEDULE OF SEISMIC ARRESTOR BLOCK (SAB)

Member

SAB

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

2150

b

588

c

2150

d

e

ADDITIONAL INFORMATION

HOOK

START END

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

01 T20 4788 4 3 12 57456 21141.69

Seismic arrestor block reinforcement

(U - Shaped), along longitudinal

direction

ABUTMENT SCHEDULE HAS BEEN PREPARED IN ACCORDANCE WITH ISO 4066 : 2000TOTAL WEIGHT: 473.15

ALL DIAMETERS

Seis. - 135 deg.

a

bc

d

Seis. - 135 deg.

a

a

b

b

c

c

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

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

2170 388 2170

02 T20 4628 4 5 20 92560 21228.25

Seismic arrestor block reinforcement

(U - Shaped), along transverse

direction

SAB

620 420 133

02 T16 2336 4 7 28 92560 51103.21

Seismic arrestor block stirrups

133



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

79-01-T16-100-BOTT.

NOS. OF

BAR

BAR MARK


SPACING

LOCATION /

REMARK


Y - DEFORMED MS BAR

R - ROUND MS BAR


SHEET CONTENTS :

REINFORCEMENT LIST &

SUMMARY OF THE

APPROACH SLAB & KERB

BEAM ON APPROACH SLAB


SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

RZ-ABT-20







JULY.,2016





REBAR SCHEDULE OF APPROACH SLAB

Member

Approach Slab

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

160

b

3195

c

160

d

e


HOOK

START END

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

01 T12 3455 2 56 112 381360 21343.62 Bottom bar in longitudinal direction


ALL DIAMETERS

c

b

a


160 7850 160

02 T12 8110 2 22 44 356840 21316.87 Bottom bar in transverse direction


c

b

a

03 T12343.62Std. - 90 deg. Std. - 90 deg.

c

b

a

04 T12Std. - 90 deg. Std. - 90 deg.

c

b

a

Approach Slab

Approach Slab

Approach Slab

Approach Slab

160 3495 160

3455 2 56 112 381360 21

Top bar in longitudinal direction

160 7850 160

8110 2 22 44 356840 21316.87 Top bar in transverse direction

05 T20

500 2 14 28 14000 00None None

500

34.52

Straight bar between approach

slab & dirt wall

a

Approach Slab 06 T12

250 2 28 56 14000 00

250

None None

12.43

Spring coil as connection between

approach slab & dirt wall

REBAR SCHEDULE OF KERB BEAM ON THE RETURN WALL AT APPROACH

Member

Kerb beam

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

300

b

250

c

123

d

e


HOOK

START END

TOTAL

WEIGHT (Kgs)

LOCATION / REMARKS

01 T12 796 4 24 96 76416 9967.86 Kerb beam stirrups


ALL DIAMETERS

Seis. - 135 deg.

c

b

a

c

b

a

a

bc

d

123

Seis. - 135 deg.

Kerb beam 02 T16 4040 4 3 21 47880 21

Kerb beam 03 T16 4040 4 3 21 47880 21

200 3720 200



76.50

76.50

Kerb beam top bar

200 3720 200Kerb beam bottom bar

Documents

24m 7 - mowhs.gov.bt · PDF fileall reinforcing steel shall be of ... for closely spaced bars lapping may be ... specified length of the lap splice shall be 4. clear concrete cover