Data finalized On 14 Nov 2022
By VISHNU
Last Rated On 18 Jun 2025
Rating 0.00%
Categorized As
XXXXX on XX-XX-XXXX
In District : Pauri Under Division : PD Lansdown
General
                        Bridge Type :
                        Motor Bridge High Level
                      
                    
                        Structure No :
                        156/1
                      
                    
                        Feature Intersected :
                        EASTERN NAYAR
                      
                    
                        Name of Bridge :
                        GHIROLI BRIDGE
                      
                    
                        Nearest Town :
                        JAIKOT
                      
                    
                        Latitude (Northing) :
                        29.82593600
                      
                    
                        Longitude (Easting) :
                        78.89542700
                      
                    
                        Construction Year :
                        1987
                      
                    
                        Inventory Year :
                        2020
                      
                    Geometric
                        Overall length (in meter) :
                        60.00
                      
                    
                        Total No of Span :
                        1
                      
                    
                        Maximuam Span (in meter) :
                        60.00
                      
                    
                        Span Arragment :
                        1X60
                      
                    
                        No of Lane :
                        1.000
                      
                    
                        Overall Width (m) :
                        4.270
                      
                    
                        Carriageway Width (m) :
                        3.750
                      
                    
                        RS Footpath Width (m) :
                        0.000
                      
                    
                        LS Footpath Width (m) :
                        0.000
                      
                    
                        Approch Width i/c Shoulders (m) :
                        6.000
                      
                    
                        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 :
                        Truss
                      
                    
                        Superstructure Material :
                        Steel
                      
                    
                        Wearing Coat Type :
                        Bituminous 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 :
                        Open
                      
                    
                        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