kalasawalli notes longitudinal elevation of...
TRANSCRIPT
P10 P11 P12 P13 P14 P15 P16 P17
LONGITUDINAL ELEVATION OF PSC SEGMENTAL BOX GIRDER
P6 P7 P8 P9P5P4
LONGITUDINAL ELEVATION OF PSC SEGMENTAL BOX GIRDER
ARP2 P3P1
AL P1 P2 P3 P4 P5 P6 P7 P8 P9
N
P6 P7 P8 P9
TYPICAL MODULES OF EXTRADOSE PLAN(370.0M EXPANSION JOINT TO EXPANSION JOINT)
TYPICAL LONGITUDINAL ELEVATION OF EXTRADOSE
P3
P2 P3
TYPICAL LONGITUDINAL ELEVATION OF BALANCED CANTILEVER
TYPICAL MODULES OF BALANCED CANTILEVER PLAN(220.0M EXPANSION JOINT TO EXPANSION JOINT)
SECTIONAL ELEVATION OF ANCHOR PIER(BALANCED CANTILEVER)
(P1,P2,P4,P5,P19 &P20 )
SECTIONAL VIEW 1 - 1TYPICAL CROSS SECTION AT ABUTMENT LOCATION
ELEVATION OF ABUTMENTTYPICAL CRASH BARRIER WITH STEEL HAND RAIL DETAILS
PIER PILE FOUNDATION PLAN (P3)
PIER PILE FOUNDATIONPLAN(P7,P8,P10,P11,P13,P14,P16 & P17) PIER PILE FOUNDATION PLAN (P1,P2,P4,P5,P6,P9,P12,
P15,P18,P19 & P20)
PILE FOUNDATION FOR ABUTMENT (AL & AR)
REVISIONS CLIENT: PROJECT:
TITLE:
DRAWING NO:
DATE
REV.NO
SHEET
SCALE
NH / DPR /SHARAVATHI / IIIE / STR / GAD / GEN - 01
REFERENCE :
DESIGN CONSULTANT :
PUBLIC WORKS. PORTS & INLAND WATERTRANSPORT DEPARTMENT, NATIONALHIGHWAYS GOVERNMENT OF KARNATAKA
GENERAL ARRANGEMENT DRAWING OF RIVER BRIDGE ACROSS OFSHARAVATHI RIVER ( BALANCED CANTILEVER PSC SEGMENTAL BOXAND EXTRA DOSED PSC SEGMENTAL BOX GIRDER BRIDGE)
KEY PLAN
1. ALL DIMENSIONS ARE IN mm. UNLESS OTHERWISE MENTIONED. ONLY
WRITTEN DIMENSIONS ARE TO BE FOLLOWED.NO DIMENSION IS TO BE
SCALED.
2. THE DESIGN AND CONSTRUCTION SHALL CONFORMING TO THE
FOLLOWING:
3. IRC 112 -2011 : CODE OF PRACTICE FOR CONCRETE
ROAD BRIDGES.
4. IRC: 5 - 1998 (SEC1) : GENERAL FEATURES OF DESIGN
5. IRC: 6 - 2014 (SEC II) : LOADS AND STRESSES
6. IS:1343 - 1980 : CODE OF PRACTICE FOR REAFFIRMED
1999 PRESTRESSED CONCRETE
7. IRC:78 - 2014 (SEC VII) : FOUNDATIONS AND
SUBSTRUCTURES
8. IS: 14268 - 1995 : LOW RELAXATION STRANDS
9. IRC:83 (PART III) -2002 : POT, POT-CUM-PTFE,
PIN & METALLIC GUIDE BEARINGS
CLEAR COVER TO REINFORCEMENT
PIER AND PIER CAP : 50 mm
ABUTMENT, ABUTMENT CAP, PILE & PILE CAP : 75 mm
BEARING PEDESTAL : 40 mm
PRE CAST PSC `BOX' GIRDERS : 40 mm
CRASH BARRIERS : 40 mm
DIRT WALL : 75 mm
APPROACH SLAB : 50 mm
10. ALL UNTENSIONED REINFORCEMENT SHALL BE GRADE DESIGNATION
Fe-550D HAVING YIELD STRENGTH OF 550 Mpa, CONFORMING TO
IS:1786 STANDARD.
11. BACK FILLING SHALL CONSIST OF SELECTED EARTH CONFORMING TO
20KN/Cum.
12. 65mm THICK WEARING COURSE SHALL BE PROVIDED.
13. THE DIMENSIONS AND LEVELS SHOWN IN THIS DRAWING ARE
TENTATIVE. FOR DETAILS REFER RESPECTIVE STRUCTURAL &
HIGHWAY DETAILED DRAWINGS.
14. THE CONCRETE SHALL BE DESIGN MIX AND 28 DAYS CHARACTERISTIC
STRENGTH FOR VARIOUS COMPONENTS SHALL BE AS UNDER
15. PSC SEGMENTAL BOX GIRDER : M60
SUB STRUCTURE
FOR ABUTMENT : M50
FOR PIER : M50
CRASH BARRIER : M60
APPROACH SLAB : M60
PCC LEVELING COURSE : M20
16. THIS STRUCTURE LIES IN SEISMIC ZONE-III.
17. TEMPORARY SUPPORT FOR SEGMENT WILL BE ACCORDING TO
STANDARD NORMS
NOTES
TOWARDS AMBARGODLU TOWARDS KALASAWALLI
KALASAWALLI
AMBARGODLU
CONSULTANCY SERVICES FOR PREPARATION OF DETAILEDPROJECT REPORT FOR "CONSTRUCTION OF BRIDGE ACROSSSHARAVATHI BACKWATERS BETWEEN AMBARGODLU-KALASAWALLIIN SAGAR TALUK, SHIMOGA DISTRICT"