Data finalized On 26 Aug 2025
By TANUJA DEV
Bridge Yet Not Rated
Categorized As
XXXXX on XX-XX-XXXX
In District : Champawat Under Division : PD Champawat
General
Bridge Type :
Motor Bridge High Level
Structure No :
1/1
Feature Intersected :
Kirora naala
Name of Bridge :
125 m span arch motor bridge
Nearest Town :
TANAKPUR
Latitude (Northing) :
29.08360100
Longitude (Easting) :
80.11675700
Construction Year :
2024
Inventory Year :
2025
Geometric
Overall length (in meter) :
125.00
Total No of Span :
4
Maximuam Span (in meter) :
33.00
Span Arragment :
1x28.5m+1x33m+1x33m+1x28.5m+2m dirt wall
No of Lane :
1.500
Overall Width (m) :
7.000
Carriageway Width (m) :
6.000
RS Footpath Width (m) :
0.000
LS Footpath Width (m) :
0.000
Approch Width i/c Shoulders (m) :
7.500
Gradient (%age) :
0
Skew Angle (degree) :
0.00
Radius of Curve in Plan (if Any) :
0.00
Design Data
HFL Highest Flood Level :
251.400
OFL Ordinary Flood Level :
249.000
LWL Low Water Level :
248.400
Design Velocity (m/Sec) :
2.70
Design Discharge (Cumecs) :
661.00
Soffit Level at Centre :
255.670
Road Level at Centre :
257.500
Design Scour Level at Pier :
246.690
Design Scour Level at Abutments :
246.690
Exposure Condition :
Moderate
Seismic Importance factor :
1.0
Design Loading :
Class 70R
Load Rating :
Class 70R
Super-Structure
Superstructure Type :
T-beam and slab
Superstructure Material :
Reinforced concrete
Wearing Coat Type :
Bituminous Concrete
Expension Joint Type :
Single Strip/Box Seal Joint
Railing/Crash Barrier type :
Cast-in-situ concrete
Bearing type :
Roller & Rocker
Sub-Structure
Founding Strata :
Bouldery
Abutment Foundation Type :
Pile
Pier Foundation Type :
Pile
No of Piers :
3
Abutment Type :
RCC Box type
Pier Type :
RCC Solid
Protection Work
Bank Protection Left Side of Up-stream :
Gabions in 3 layers over plum toe walls in 2 layers in 100 m length and 1 no. spur after gabion walls.
Bank Protection Right Side of Up-stream :
Gabions in 2 layers over plum toe walls in 2 layers in18 m length .
Bank Protection Left Side of Down-stream :
Gabions in 3 layers over plum toe walls in 2 layers in 50 m length .
Bank Protection Right Side of Down-stream :
Gabions in 2 layers over plum toe walls in 2 layers in 9 m length .
Floor Protection on Up-stream :
no protection work provided
Floor Protection on Down-stream :
no protection work provided
Tratment for Corrosion Protection (if any) :
no special treatment provided