Data Yet Not Finalized
Last Rated On 14 Dec 2023
Rating 2.98%
Categorized As
XXXXX on XX-XX-XXXX
In District : Almora Under Division : NH Haldwani
General
Bridge Type :
Motor Bridge High Level
Structure No :
56/4
Feature Intersected :
Vishwanath, kosi river
Name of Bridge :
Kwarab
Nearest Town :
Kwarab
Latitude (Northing) :
29.55379500
Longitude (Easting) :
79.60889700
Construction Year :
Inventory Year :
2020
Geometric
Overall length (in meter) :
36.00
Total No of Span :
1
Maximuam Span (in meter) :
36.00
Span Arragment :
1x36
No of Lane :
1.000
Overall Width (m) :
4.250
Carriageway Width (m) :
4.250
RS Footpath Width (m) :
0.000
LS Footpath Width (m) :
0.000
Approch Width i/c Shoulders (m) :
5.500
Gradient (%age) :
1
Skew Angle (degree) :
0.00
Radius of Curve in Plan (if Any) :
0.00
Design Data
HFL Highest Flood Level :
1058.200
OFL Ordinary Flood Level :
1053.800
LWL Low Water Level :
1053.000
Design Velocity (m/Sec) :
Design Discharge (Cumecs) :
Soffit Level at Centre :
Road Level at Centre :
Design Scour Level at Pier :
Design Scour Level at Abutments :
Exposure Condition :
Moderate
Seismic Importance factor :
1.0
Design Loading :
Class B
Load Rating :
Class B
Super-Structure
Superstructure Type :
T-beam and slab
Superstructure Material :
Steel
Wearing Coat Type :
Bituminous Concrete
Expension Joint Type :
Single Strip/Box Seal Joint
Railing/Crash Barrier type :
Steel rolled section
Bearing type :
Roller & Rocker
Sub-Structure
Founding Strata :
Rocky
Abutment Foundation Type :
Open
Pier Foundation Type :
Raft
No of Piers :
2
Abutment Type :
Stone Masonry
Pier Type :
Stone Masonry
Protection Work
Bank Protection Left Side of Up-stream :
wing wall
Bank Protection Right Side of Up-stream :
wing wall
Bank Protection Left Side of Down-stream :
wing wall
Bank Protection Right Side of Down-stream :
wing wall
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