Data finalized On 27 Sep 2022
By Minakshi Pant
Last Rated On 16 May 2025
Rating 1.09%
Categorized As
XXXXX on XX-XX-XXXX
In District : Bageshwar Under Division : PD Bageshwar
General
                        Bridge Type :
                        Motor Bridge High Level
                      
                    
                        Structure No :
                        1/1
                      
                    
                        Feature Intersected :
                        Gomati river
                      
                    
                        Name of Bridge :
                        36m Span motor bridge Dyangar
                      
                    
                        Nearest Town :
                        Bageshwar
                      
                    
                        Latitude (Northing) :
                        29.83942300
                      
                    
                        Longitude (Easting) :
                        79.75896700
                      
                    
                        Construction Year :
                        2015
                      
                    
                        Inventory Year :
                        2022
                      
                    Geometric
                        Overall length (in meter) :
                        36.00
                      
                    
                        Total No of Span :
                        1
                      
                    
                        Maximuam Span (in meter) :
                        36.00
                      
                    
                        Span Arragment :
                        1x36m
                      
                    
                        No of Lane :
                        1.000
                      
                    
                        Overall Width (m) :
                        6.100
                      
                    
                        Carriageway Width (m) :
                        5.500
                      
                    
                        RS Footpath Width (m) :
                        0.000
                      
                    
                        LS Footpath Width (m) :
                        0.000
                      
                    
                        Approch Width i/c Shoulders (m) :
                        5.950
                      
                    
                        Gradient (%age) :
                        1
                      
                    
                        Skew Angle (degree) :
                        0.00
                      
                    
                        Radius of Curve in Plan (if Any) :
                        0.00
                      
                    Design Data
                        HFL Highest Flood Level :
                        889.000
                      
                    
                        OFL Ordinary Flood Level :
                        887.000
                      
                    
                        LWL Low Water Level :
                        886.000
                      
                    
                        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 :
                        1.2
                      
                    
                        Design Loading :
                        Class A
                      
                    
                        Load Rating :
                        Class A
                      
                    Super-Structure
                        Superstructure Type :
                        Truss
                      
                    
                        Superstructure Material :
                        Steel
                      
                    
                        Wearing Coat Type :
                        Cement Concrete
                      
                    
                        Expension Joint Type :
                        Other
                      
                    
                        Railing/Crash Barrier type :
                        Steel rolled section
                      
                    
                        Bearing type :
                        Roller & Rocker
                      
                    Sub-Structure
                        Founding Strata :
                        Rocky
                      
                    
                        Abutment Foundation Type :
                        Open
                      
                    
                        Pier Foundation Type :
                        NA
                      
                    
                        No of Piers :
                        0
                      
                    
                        Abutment Type :
                        Stone Masonry
                      
                    
                        Pier Type :
                        NA
                      
                    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