L

C OF PIER/EXP. JOINT

C OF BEARING

L

62000

TRUSS SPAN (C/C OF BEARING)

℄ OF EXISTING

UP TRACK

TOP CHORD (TYP.)

63480 19080

L

C OF PIER/EXP. JOINT

L

C OF PIER

C OF BEARING

L

700

80 mm EXP. JOINT

1500

FOUNDING LEVEL 84.900

1

HAND RAILING

L

C OF ROB

TOP OF PILE CAP-91.400

3000650

7300

3000 650

VERTICAL DRAINAGE PIPE

P1 P2 P3

700

FINISHED ROAD

LEVEL-100.941

C OF EDGE BEAM

L

EDGE BEAM OF

TRUSS (TYP.)65 mm THK.

WEARING COAT

PIER CAP

INSPECTION PLATFORM

1385

18000

2000

650 30003000 650

705

60004650557053508350

℄ OF EXISTING

REV. TRACK

℄ OF EXISTING

DN TRACK

℄ OF UP

DFC TRACK

℄ OF DN

DFC TRACK

(EXP. JOINT TO EXP. JOINT)

(C/C OF BEARING)

7000

29852245

EXISTING RAIL LEVEL-92.556

& FORMATIOM LEVEL-91.846

DFC RAIL LEVEL-92.032

& FORMATIOM LEVEL-91.294

1

80 EXP. JOINT

SCALE-1:200

20

T/P

T/G

800m

30m

20

T/P

T/G

800m

TO BE LOCATED AT A DISTANCE EQUAL TO THE LENGTH OF

LONGEST GOODS TRAIN OPERATING ON THE SECTION.

TO BE LOCATED AT A DISTANCE EQUAL TO THE LENGTH

OF LONGEST PASSENGER TRAIN OPERATING ON THE SECTION.

PR

OP

OS

ED

R

OB

℄ OF EXIST. REV. LINE

℄ OF EXIST. UP LINE

GAYA

MGS

TO

R

ES

EN

DU

A

℄ OF EXIST. DN LINE

℄ OF UP DFC

℄ OF DN DFC

℄ OF FUTURE LINE

90

.6

81

SCALE-1:100

C OF ROB/DECK/CARRIAGEWAY

L

C OF TOP CHORD/ARCH

L

650 3000

10300

1500

TOP CROSS BEAM

VERTICAL MEMBER

1500

C OF TOP CHORD/ARCH

L

1000Ø BORED CAST-IN

-SITU PILE (TYP.)

FOUNDING LVL

RL 64.900

1651

450 7500

6300 6300

12600

CARRIAGEWAY

15000

200

200

GROUND LEVEL 91.500

3000 6503000

1200

70

65

VERTICAL DRAINAGE PIPE

1500150

FOOT

PATH

1500 150

FOOT

PATH

450

17400

238

150

1070

1850

1070

1850

2.5 % 2.5 %

10000

8000

90

.7

98

91

.1

35

91

.4

02

91

.6

70

91

.6

30

91

.5

96

91

.5

00

91

.0

96

91

.6

86

91

.7

06

91

.6

55

91

.6

45

91

.6

41

91

.6

36

90

.5

95

90

.6

06

90

.7

50

90

.6

66

90

.6

65

-2

80

.0

0

-2

60

.0

0

-2

40

.0

0

-2

20

.0

0

-2

00

.0

0

-1

80

.0

0

-1

60

.0

0

-1

40

.0

0

-1

00

.0

0

-8

0.0

0

-6

0.0

0

-4

0.0

0

-2

0.0

0

+2

0.0

0

+4

0.0

0

+6

0.0

0

+8

0.0

0

+1

00

.0

0

+1

20

.0

0

+1

40

.0

0

+1

60

.0

0

+1

80

.0

0

+2

00

.0

0

+2

20

.0

0

+2

40

.0

0

+2

60

.0

0

+2

80

.0

0

+3

00

.0

0

+3

20

.0

0

Level Datum =91.000

FRL AT C OF CARRIAGE WAY

L

EXISTING GROUND LEVEL

HORIZONTAL PROFILE

VERTICAL PROFILE

CHAINAGE

Ch

ain

ag

e=

-5

0.8

20

m

Ch

ain

ag

e=

-3

1.7

40

m

Ch

ain

ag

e=

+6

9.9

0m

Le

ve

l=

10

0.7

74

m

Le

ve

l=

10

0.9

41

m

Le

ve

l=

10

0.7

74

m

00

0.0

00

GROUND LEVEL

63.480M

(SCALE - Vertical : Horizontal=(10:1)

-3

00

.0

0

+3

40

.0

0

+3

60

.0

09

0.6

66

Ch

ain

ag

e=

-3

1.7

40

m

Le

ve

l=

10

0.9

41

m

Ch

ain

ag

e=

-5

0.8

20

m

Le

ve

l=

10

0.9

41

m

GROUND LEVEL 91.500

SCALE-1:200

540740

1000 705

15

00

0

25

00

25

00

25

00

25

00

25

00

25

00

12

60

0

2985

SCALE-1:200

12000

13300

1500

SCALE-1:100

1500

1500

12

00

50

0

62

5

11800

200

75001500

200 250

200

1500

200250

75 THK.WEARING COAT

250 THK. DECK SLAB

FRL. 102.597

DRAIN

1:40 SLOPE 1:40 SLOPE

2500 2500 2500 2500

2

2

GROUND

LEVEL 91.500

Ch

ain

ag

e=

+9

0.8

20

m

Le

ve

l=

10

0.2

74

m

Ch

ain

ag

e=

-7

1.7

40

m

Le

ve

l=

10

0.2

74

m

Ch

ain

ag

e=

-3

40

.7

0m

Le

ve

l=

91

.3

09

m

Ch

ain

ag

e=

-3

20

.7

0m

Le

ve

l=

91

.4

76

m

Ch

ain

ag

e=

-3

00

.7

0m

Le

ve

l=

91

.9

76

m

91

.3

87

G=3.333

L=228.96m

G=3.333

L=248.25m

R=1200.333m

L=40.00m

R=1200.333m

L=40.00m

+5

0.8

20

+9

0.8

20

G=0.000

L=82.56

Ch

ain

ag

e=

33

9.0

7m

Le

ve

l=

91

.3

33

m

Ch

ain

ag

e=

35

9.0

7m

Le

ve

l=

90

.8

33

m

Ch

ain

ag

e=

37

9.0

7m

Le

ve

l=

90

.6

66

m

90

.6

65

92

.0

54

10

0.2

74

10

0.9

41

10

0.9

41

10

0.2

74

91

.3

33

90

.6

66

91

.5

54

SLOPE 1:30

SLOPE 1:30

90

.8

33

10

0.7

74

10

0.7

74

NOTES:-1. ALL DIMENSION ARE IN MM. AND LEVELS ARE IN METERS UNLESS SPECIFIED OTHERWISE.2. DIMENSION ARE NOT TO BE SCALED ONLY WRITTEN DIMENSION ARE TO BE FOLLOWED.3. ALL THE DIMENSIONS SHOWN SHOULD BE VERIFIED AT SITE BEFORE TAKING UP DESIGN WORK IN HAND.

ANY DISCREPANCY NOTED SHOULD BE FORWARDED THROUGH ALTERATIONS DULY SIGNED.4. MAXIMUM SAFE BEARING CAPACITY AT THE FOUNDING LEVEL CONSIDERED AS PER GEOTECHNICAL REPORT.

IF IT IS LESS THAN THE BASE PRESSURE, THE FOUNDATION HAS TO BE REDESIGNED.5. DRAINAGE SPOUT SHALL BE PROVIDED AS PER MORTH SPECIFICATION. DESIGN CONSULTANT SHOULD

SUBMIT SEPARATE SHEET OF DRAINAGE SPOUTS AS PER LATEST MORTH STANDARDS.6. EXPOSURE CONDITION OF THE BRIDGE AND ITS COMPONENTS SHOULD BE DECLARED AS PER IRC

21-2000/IS:456. ALL SPECIFICATION LAID DOWN IN IRC CODE/IS:456 CODE FOR RELEVANT EXPOSURECONDITION SHALL BE FOLLOWED.

7. FOR DETAILS OF SUBSTRUCTURE AND FOUNDATION REFER SEPARATE DRAWING DULY APPROVED BYRAILWAY.

8. WORK SHOULD BE CARRIED OUT UNDER THE SUPERVISION OF RAILWAY ENGINEERS WITHIN RAILWAY LANDLIMIT.

9. SANCTION OF CRS SHOULD BE OBTAINED PRIOR TO EXECUTION OF PROPOSED WORK.10. TYPE OF BEARING :- POT-PTFE11. SUITABLE UTILITY DUCTS IF REQUIRED SHOULD BE PROVIDED BELOW FOOTPATH SLAB WITH THE APPROVAL

OF ENGINEER IN CHARGE.12. DESIGN SHALL BE AS PER LATEST RELEVANT CODE OF IRC INCLUDING SP-33 AND OTHER CODES AS

APPROVED BY M.O.S.T.13. STATE GOVT./PRIVATE AUTHORITIES SHOULD BE ENSURE DURING EXECUTION OF WORK SAFETY OF

RUNNING RAIL TRAFFIC SHOULD NOT BE AFFECTED.14. SUITABLE SR, IF REQUIRED SHOULD BE IMPOSED BEFORE TAKING UP THE EXECUTION OF WORK WITH THE

APPROVAL OF ENGINEER IN CHARGE.15. TEMPORARY SIGNALLING ARRANGEMENT WILL BE DONE AS PER G.R.15.09 (I)D &S.R 15.09 (2) OR

GR15.09(2)B &S.R 15.09(2) WHICHEVER IS ADOPTABLE IF REQUIRED.16. LOADING STANDARD OF ROB AS PER IRC-6:2000.17. FULL FLEDGED LOAD TEST OF SUPER STRUCTURE SHOULD BE DONE AS PER IRC-SP-5 TO ENSURE QUALITY

WORK.18. CONCRETE DESIGN MIX.

RCC DECK SLAB : M40 PIER,PIER CAP,PILE,PILE CAP : M35 CRASH BARRIER : M40 PEDESTAL : M40 LEVELING COURSE : M15

19. MANNED LEVEL CROSSING NO 50/C EXIST AT THIS LOCATION.20. L.C. SHALL BE CLOSED SIMULTANEOUSLY WITH COMMISSIONING OF ROB AND NOC IN THIS REGARD HAS

BEEN ISSUED BY STATE GOVT. VIDE LETTER NO.11/ v0 ç0 08-02/14/8824 DATED 25.07.14.21. TVU OF L.C. IS 58128 OF YEAR OCT-2015.22. TEMPORARY DIVERSION OF ROAD TRAFFIC DURING CONSTRUCTION OF ROB/RUB WILL BE THROUGH

DIVERSION ROAD. AUTHORITY WILL ENSURE DIVERSION OF EXISTING ROAD TRAFFIC THROUGH THEPROPOSED DIVERSION BEFORE EXECUTION.

23. REINFORCEMENT SHALL BE TMT DEFORMED BARS GRADE Fe 500 CONFORMING TO IS 1786.24. PROVISION OF CLAMPS IN THE SUPERSTRUCTURE FOR THE SUPPORTING THE AC TRACTION WIRE TO BE

MADE INVARIABLY IN CONSULTATION WITH CONCERN AUTHORITIES BASED ON TYPICAL DRAWING.25. ALL R.C.C./M.C.C./P.C.C. WORK SHOULD CONFORM TO RELEVANT IS/IRC CODES & MOST SPECIFICATION.26. FOR FABRICATION, WORKMANSHIP, INCEPTION & TESTING, PROTECTION AGAINST CORROSION ETC.

RELEVANT PROVISION OF IRC-24-2001 SHALL BE FOLLOWED.27. THE DEPTH OF FOUNDATION SHOWN IN THIS DRAWING IS TENTATIVE & SHOULD BE DECIDED BY

COMPETENT AUTHORITIES AS PER ACTUAL SOIL PROPERTIES AND DESIGN CALCULATION.28. REPRESENTATIVE OF TELECOM & SIGNAL DEPARTMENTS SHOULD BE MADE AVAILABLE BEFORE

COMMENCEMENT OF PROPOSED WORK , IN THE VICINITY OF SIGNAL & TELECOM CABLE.29. TEMPORARY ARRANGEMENT DRAWING OR METHODOLOGY TO LAUNCHING OF GIRDERS OVER RAILWAY

TRACK SHOULD BE GOT APPROVED FROM RAILWAY AUTHORITY BEFORE START THE WORK.30. DIMENSION GIVEN IN THIS DRAWING MUST BE RECONCILED AT SITE BEFORE START OF WORK FOR

FEASIBILITY.31. PRECAUTIONARY MEASURES FOR CONSTRUCTION OF ROB ON DEPOSIT WORK/COST SHARING WORK WITH

STATE GOVT. AND PRIVATE AGENCY ISSUED BY ADVISOR CIVIL ENGINEERING RAILWAY BOARD LETTER NO.97/CE-1/BRO/158(POLICY)PT.-II, DATED -16.07.2009, 27.10.2009, 15.02.2011 & 09.07.2012 SHOULD BESTRICTLY FOLLOWED.

32. NO CONSTRUCTION JOINT SHALL BE NORMALLY ALLOWED IN CONCRETE WORKS WITHOUT SPECIALPRECAUTIONS AS PER THE RELEVANT BRIDGE CODES AND SUITABLE PROTECTION PAINTING OF APPROVEDMAKE SHOULD BE USED TO PAINT THE UNDERSIDE OF CONCRETE ROB GIRDERS ALSO TO ENSURE LONG LIFE.

33. CONTROLLED CONCRETE WITH WEIGH BATCHING SHALL BE USED.34. GUARD RAIL SHOULD BE PROVIDED IN THE TRACK NEAR THE ISOLATED PILLAR OF ROB. NO CONSTRUCTION

JOINT SHALL BE ALLOWED IN PSC OR RCC SLAB OR GIRDER AND CURING OF ALL CONCRETE AND MASONRYWORKS AS PER THE RELEVANT CODES OF PRACTICE SHALL BE ENSURED BEFORE USE.

35. INSPECTION LADDER/STEPS SHOULD BE PROVIDED TO ENSURE PROPER INSPECTION/ACCESSIBILITY OF ROB.36. STRUCTURAL STEEL SHALL CONFIRM TO IS:2062 (GRADE - B).37. STRIP SEAL TYPE EXPANSION JOINTS SHALL BE PROVIDED AS PER LATEST MOST REQUIREMENT,

CONTRACTOR SHOULD FURNISH DESIGN/DRAWING OF EXPANSION JOINTS FROM FIRMS APPROVED BYMOST AT VARIOUS RELEVANT AMBIENT TEMPERATURE TO SUIT SITE CONDITIONS WITH THE APPROVAL OFENGINEER IN CHIEF.

38. TO PROTECT THE CONCRETE FROM DAMAGE DUE TO SMOKE OF LOCOMOTIVES, 4.00M WIDE STRIP WITHPOLYSULPHIDE PAINT PREFERABLE IN BLACK COLOUR SHALL BE PROVIDED IN THE SOFFIT OF THE DECKOVER RUNNING TRACKS.

39. STANDARD MAINTENANCE AGREEMENT SHOULD BE EXECUTED WITH RAILWAY AND STATE GOVT.AUTHORITIES FOR GRANT OF PERMISSION FOR CONSTRUCTION OF ROB/RUB IN RAILWAY PORTION.

40. ROAD AUTHORITY SHOULD ENSURE THAT BEFORE LAYING OF ANY NEW WEARING COAT IN FUTUREEXISTING WEARING COAT SHOULD BE COMPLETELY REMOVED.

41. NO WORK SHOULD BE TAKEN UP IN HAND TILL PROOF CHECKED DESIGN AND DRAWING WITHIN RAILWAYPORTION AREA APPROVED BY RAILWAY.

42. ALL STEEL STRUCTURES SHOULD HAVE ANTI - CORROSIVE PROTECTION OF LONG DURABILITY.43. FOR DETAILS OF SUPER STRUCTURE OF 18.00M SPAN REFER RDSO'S DRG. NO. RDSO/B-11756/R, AND FOR

60M RAILWAY SPAN OF BOW STRING GIRDER REFER RDSO DRG. NO. B-10411/R.44. ANY CHANGE IN THE GAD FOR RAILWAY PORTION SHOULD BE DONE WITH PRIOR APPROVAL OF RAILWAY.45. CLEAR COVER TO OUTER MOST STEEL SHALL BE AS UNDER A. FOR SUPER STRUCTURE - 50MM. B. FOR FOUNDATION - 75MM. C. FOR ABUTMENT, DIRT WALL AND RETURN WALL - 50MM.46. BACK FILLING BEHIND ABUTMENTS SHALL CONSISTS OF SELECTED EARTH CONFORM TO SOIL PROPERTIESC=0. 0>30° Ø=20 & =18KN/SQM.

47. FOR JACKING UP THE GIRDER FOR ANY HANDLING REQUIRMENTS IN FUTURE SUCH AS FOR REPLACEMENTOF BEARING OR ANY OTHER WORK REQUIRED. SUITABLE FEATURES SHOULD BE PROVIDED TO ENABLEJACKING.

48. THE DIMENSIONS & LEVELS SHOWN IN THE GAD ARE SUBJECT TO CHANGES AS PER SITE REQUIREMENT ANDWILL BE DONE WITH PRIOR APPROVAL OF RAILWAY.

49. THE BRIDGE IS DESIGNED FOR SESMIC ZONE IV.50. DIMENSIONS MAY GET CHANGED AFTER ITS DETAILED DESIGN.51. AS PER DATA GIVEN BY DFC OFFICIAL, THE DISTANCE BETWEEN PROPOSED DFC TRACK FROM DN LINE AND

ITS PROPOSED LEVEL HAVE BEEN SHOWN IN THE DRAWING.52. PROVISION OF EXPENSION JOINT SHOULD BE BEYOND THE GIRDER.

53. GIRDER SHALL BE METALISED AS PER IRSB1-2001

54. VERTICAL CLEARANCE WILL BE TAKEN FROM HIGHEST RAIL LEVEL

55. VERTICAL CURVE WILL BE PROVIDED WHEREVER THERE IS CHANGE IN GRADIENT IN APPROACHES

AS PER IRC SP-23.

56. SAFE BEARING CAPACITY AT 2.0M. DEPTH 13.00 T/M².

57. RESTRAINER ON BOTH SIDE OF OUTERMOST GIRDER ON PIER CAP & ABUTMENT CAP WILL BE

PROVIDED.

58. DRAWING FOR SHIFTING OF LC WILL BE GOT APPROVED FROM COMPETENT AUTHORITY BEFORE

START OF WORK.

59. S&T CABLE SHOULD BE SHIFTED BEFORE UNDER TAKING DIGGING OR TRENCHING NEAR IR

TRACK BY S&T/CONSTRUCTION.

OPERATION SCHEDULE FOR RAILWAY SPAN:

1. TRACK SHALL BE PROTECTED SUITABLY DURING THE CONSTRUCTION OF BRIDGE/ROB FOR

SAFETY OF RUNNING TRAIN.

2. ADEQUATE MEASURES SHALL BE TAKEN AT SITE TO ENSURE SAFETY FOR WORKING MEMBERS,

MATERIALS, EQUIPMENTS, TRAFFIC ETC.

3. FOR SHIFTING OF THE MASTS AND SIGNALING EQUIPMENTS, DIVISION MAY BE CONSULTED AS PER

EXTANT RULES.

4. FOR LAUNCHING OF GIRDERS OVER RAILWAY TRACK, SUITABLE BLOCK WILL BE TAKEN WITH

ADVANCE INTIMATION.

5. DETAILED STRUCTURAL DRAWINGS OF THE ROB SHALL BE APPROVED BY COMPETENT AUTHORITY.

6. LAUNCHING SCHEME SHALL BE APPROVED BY CBE/E.C.Rly/HJP BEFORE EXECUTION OF WORK.

7. DRAWING APPROVAL SHALL BE SUBJECTED TO APPROVAL OF ALIGNMENT AND LEVELS BY STATE

GOVT.

8. CONSTRUCTION SEQUENCE:-

(i) CONSTRUCTION OF SUITABLE FOUNDATION FOR PIERS.

(ii) CONSTRUCTION OF PIERS, ABUTMENT, PIER CAP AND ABUTMENT CAP.

(iii) CONSTRUCTION OF RCC PEDESTALS.

(iv) FABRICATION OF STEEL GIRDERS, CROSS GIRDERS AND DIAPHRAGMS ETC.

(v) POSITIONING OF CRANES FOR LIFTING AND PLACEMENT OF GIRDERS WITH RAILWAY

TRAFFIC BLOCK IMPOSED AND LAUNCHING OF GIRDERS.

(vi) CASTING OF RCC DECK SLAB WITH SHUTTERING SUPPORTED ON GIRDERS.

(vii) REMOVAL OF STAGING AND SHUTTERING OF DECK SLAB.

(viii) COMPLETION OF ANCILLIARY WORKS LIKE CRASH BARRIER, RAILING, WEARING COURSE,

EXPANSION JOINT ETC.

9. ALL SAFETY RULES SHALL BE FOLLOWED DURING EXECUTION OF WORK

10. RAILWAY AUTHORITIES SHALL BE INFORMED BEFORE STARTING ANY WORK. INSTRUCTIONS GIVEN

BY RAILWAY AUTHORITIES TIME TO TIME DURING EXECUTION SHALL BE FOLLOWED.

PROPOSED ROB IN LIEU OF LC NO C AT KMBETWEEN SSG KWD STATION IN

MUGHALSARAI GAYA SECTIONTVU OF OCT

Scale :- 1 : 1000

15

00

0

540 1000705

25

00

25

00

25

00

25

00

25

00

25

00

SCALE-1:200

SANCTION OF CRS TO BE TAKEN PRIOR TO EXECUTION OF WORKSPECIAL NOTES:

1. LAUNCHING SCHEME OF THE BOW STRING GIRDER WILL BE SUMITTED SEPARATLY.

2. MAINTENANCE AGREEMENT TO BE EXECUTED BEFORE EXECUTION OF WORK.

3. NO WORK WITHIN RAILWAY BOUNDARY TO BE DONE WITHOUT PRESENCE OF RAILWAY

REPRESENTATIVE.

4. GIRDERS OVER ROB PROPER TO BE FABRICATED PREFERABLY BY RDSO APPROVED FIRMS.

5. SEE SEPARATE DRAWING FOR FOUNDATION, SUB STRUCTURE & OTHER STRUCTURAL DETAILS.

6. APPROVAL FOR CONSTRUCTION OF ROB ON PILE FOUNDATION HAS BEEN OBTAINED BY

CAO/CON/SOUTH VIDE NOTE NO. - ECR/CE/CON/S/ROB DATED 22.03.2017.

7. SUITABLE RE WALL/ RE TURN WALL WILL BE PROVIDED AS PER DESIGNE WHERE EVER REQUIRED.

STATE GOVT. BIHAR

DESIGNATION SIGNATURE

CE RWD PATNA

EXECUTIVE ENGINEER

DFCCIL/MGS

DESIGNATION SIGNATURE

CPM/DFCCIL/MGSA K MISHRA

DY CPM/ENGG/DFCCIL

XEN/BR/HJP

DY CE/BR/HJP

CBE

ALL THE DIMENSIONS SHOWN ARE TENTATIVE ANDMAY UNDERGO CHANGES DURING FINAL DESIGN.

REFERENCE RDSO DRAWING NO : RDSO/B - 10411/R

100.941

99.556

99.168

PIER CAP

705

1245

DETAILS AT MKD. 'B'

(SEE MIRROR VIEW FOR P1)

DETAILS AT MKD. 'C'

10001000

℄ OF P3

15

0

10

1

15

00

15

00

1200

23

8

15

0

10

1

15

0

15

1

2985

1200

125

10

00

℄ OF P2

99.268

99.017

INSPECTION

LADDER

INSPECTION

LADDER

1200

12

00

87

4

874

HQ ECR HJP

MGS DIVISION

Sr. DOM/MGS

Sr. DEN/Co-ORD/MGS

Sr. DEN-I/MGS

Sr. DSTE/MGS

Sr. DEE/TRD/MGS

Sr. DEE/G/MGS

1245 1200

705

15

0

10

1

705

1245

20

0

300 460

1000

℄ OF A1

15

0

10

1

1000

15

00

15

00

1200

LAYER

LAYER-I

LAYER-II

LAYER-III

HATCHIs Symbol

Medium stiff to stiff yellowish grey/ dark sandy silty clay

Dense reddish brown silty fine to medium sand with traces of kankar

Description

SM

CL

LAYER-II

LAYER-III

LAYER-I

90.776

50.776

91.516

50

54

56

58

60

62

64

66

68

70

72

74

76

78

80

82

84

86

52

BORE HOLE DETAILS OF SOIL EXPLORATION

51.516

82.676

65.416

88

90

RL in M

92

Stiff to hard yellowish grey sandy silty clay with kanakr

LAYER-IV

64.426

83.116

CL

Hard yellowish grey sandy silty clay with kankar

LAYER-IV

CL

19080

L

C OF PIER

80 mm EXP. JOINT

1500

FOUNDING LEVEL -64.900

TOP OF PILE

CAP-91.400

3000 650

7300

3000650

PIER CAP

INSPECTION PLATFORM

18000

65030003000650

(EXP. JOINT TO EXP. JOINT)

(C/C OF BEARING)

29852245

TOP OF PILE

CAP-91.400

FOUNDING LEVEL -64.900

GROUND LEVEL 91.402

13300

12000

6503000 3000

7300

L

C OF ROB

13300

12000

650

A1 P1 P2 P3A2

-3

40

.7

0

-3

20

.0

0

-1

20

.0

0

-7

1.7

4

-3

1.7

4

R=20.26m

L=25.167m L=93.82m

R=309.94m

L=43.275m L=94.42m

+3

79

.0

7

90

.6

26

90

.6

66

R=255.08m

L=53.42m

19080

(EXP. JOINT TO EXP. JOINT)

(C/C OF BEARING)

1500

3000650

7300

3000 650

2490

80 mm EXP. JOINT

700

RE WALL

RE WALL

19080 (EXP. JOINT TO EXP. JOINT)

19080 (EXP. GAP TO EXP. GAP)

A1 A2

19.08M19.08M

S

L

O

P

E

1

:3

0

DETAILS AT MKD. 'A'

A2

STAIR

6900

1875

1875

3000

STAIR

6900

1875

1875

3000

DPM/ENGG/DFCCIL

DFCCIL DRG NO. MGS/EN/ROB/LC NO.50-C/2017R=1200.333m

L=40.00m

R=1200.333m

L=40.00m

INSPECTION

LADDER

10

00

540

1000

740

540

705

881

1556

250

375575

1251

℄ OF A2

187

126

1251

1875

1875

1500

DETAILS AT MKD. 'D'

1250

674

SEE MIRROR VIEW FOR A1

18700

(OVER ALL LENGTH OF GIRDER)

9510

24050

59710

44200

18000

3

.6

2

5

4

3

.6

2

5

4

3

.6

2

5

4

4

.5

0

0

0

3

.4

9

9

8

1

5

.0

0

1

4

.0

0

3

.0

0

0

0

4

.0

0

0

0

3

.0

0

0

0

3

.5

0

0

0

3

.0

0

0

0

2

.9

9

9

9

3

.5

0

0

0

6

.0

0

6

.0

0

24050

19.08M

90

.4

58

90

.6

89

91

.3

76

91

.3

90

91

.4

28

91

.4

52

91

.1

38

91

.2

50

91

.2

80

91

.2

90

91

.3

09

91

.3

08

91

.3

09

91

.3

09

91

.3

09

91

.5

00

-3

00

.7

0

-3

20

.7

0

-3

29

.9

6

L=107.568m

+3

59

.0

7

+3

39

.0

7

L=32.61m L=19.29m L=121.11m L=15.51m L=80.91m

R=35.66m R=24.68mR=70.00m

L=32.67m

S

L

O

P

E

1

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0

S

L

O

P

E

1

:3

0

S

L

O

P

E

1

:3

0

48

76.816

78.976

4000

VERTICAL MEMBER

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SWARNA COMPLEX, 2nd FLOOR, SUSUWAHIVARANASI - 221011

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT