Bridge (ID- 3526 ) Inventory Report

Kanera-arch bridge On Chainage 101.400 of Late Shri Geetaram Pokhriyal state highway (Marchula Saraikhet Baijro Pokhra Satpuli Pauri state highway) (SH)

Data Yet Not Finalized

Last Rated On 13 Jun 2026

Rating 0.00%

Categorized As

XXXXX on XX-XX-XXXX

In District : Pauri Under Division : CD Baijro

General

Bridge Type : Motor Bridge High Level
Structure No : 101/2
Feature Intersected : pasol nadi
Name of Bridge : Kanera-arch bridge
Nearest Town : kanera
Latitude (Northing) : 29.92395278
Longitude (Easting) : 79.05418611
Construction Year : 2009
Inventory Year : 2025
Work Code(s) : ADB

Geometric

Overall length (in meter) : 30.00
Total No of Span : 1
Maximuam Span (in meter) : 30.00
Span Arragment : 1x16
No of Lane : 1.000
Overall Width (m) : 6.600
Carriageway Width (m) : 5.600
RS Footpath Width (m) : 0.000
LS Footpath Width (m) : 0.000
Approch Width i/c Shoulders (m) : 6.850
Gradient (%age) : 0
Skew Angle (degree) : 0.00
Radius of Curve in Plan (if Any) : 0.00

Design Data

HFL Highest Flood Level :
OFL Ordinary Flood Level :
LWL Low Water Level :
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 : Arch
Superstructure Material : Reinforced concrete
Wearing Coat Type : Cement Concrete
Expension Joint Type : Single Strip/Box Seal Joint
Railing/Crash Barrier type : Not Provided
Bearing type : Not Provided

Sub-Structure

Founding Strata : Rocky
Abutment Foundation Type : other
Pier Foundation Type : other
No of Piers : 0
Abutment Type : Stone Masonry
Pier Type : Stone Masonry

Protection Work

Bank Protection Left Side of Up-stream : no protection work provided
Bank Protection Right Side of Up-stream : no protection work provided
Bank Protection Left Side of Down-stream : no protection work provided
Bank Protection Right Side of Down-stream : no protection work provided
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