Data Yet Not Finalized
Last Rated On 06 Jun 2025
Rating 0.20%
Categorized As
XXXXX on XX-XX-XXXX
In District : Haridwar Under Division : PD Haridwar
General
                        Bridge Type :
                        Motor Bridge High Level
                      
                    
                        Structure No :
                        1/15
                      
                    
                        Feature Intersected :
                        Retmew River
                      
                    
                        Name of Bridge :
                        Mujahidpur Sattiwala Bridge
                      
                    
                        Nearest Town :
                        Buggawala , and  Roorkee
                      
                    
                        Latitude (Northing) :
                        30.03087800
                      
                    
                        Longitude (Easting) :
                        77.91711100
                      
                    
                        Construction Year :
                        2020
                      
                    
                        Inventory Year :
                        2021
                      
                    Geometric
                        Overall length (in meter) :
                        450.00
                      
                    
                        Total No of Span :
                        12
                      
                    
                        Maximuam Span (in meter) :
                        37.50
                      
                    
                        Span Arragment :
                        12x37.50 Meter
                      
                    
                        No of Lane :
                        2.000
                      
                    
                        Overall Width (m) :
                        8.500
                      
                    
                        Carriageway Width (m) :
                        7.500
                      
                    
                        RS Footpath Width (m) :
                        0.000
                      
                    
                        LS Footpath Width (m) :
                        0.000
                      
                    
                        Approch Width i/c Shoulders (m) :
                        10.000
                      
                    
                        Gradient (%age) :
                        3
                      
                    
                        Skew Angle (degree) :
                        0.00
                      
                    
                        Radius of Curve in Plan (if Any) :
                        0.00
                      
                    Design Data
                        HFL Highest Flood Level :
                        193.000
                      
                    
                        OFL Ordinary Flood Level :
                        192.400
                      
                    
                        LWL Low Water Level :
                        191.400
                      
                    
                        Design Velocity (m/Sec) :
                        1.67
                      
                    
                        Design Discharge (Cumecs) :
                        3000.00
                      
                    
                        Soffit Level at Centre :
                        196.925
                      
                    
                        Road Level at Centre :
                        200.000
                      
                    
                        Design Scour Level at Pier :
                        7.150
                      
                    
                        Design Scour Level at Abutments :
                        7.150
                      
                    
                        Exposure Condition :
                        Moderate
                      
                    
                        Seismic Importance factor :
                        1.2
                      
                    
                        Design Loading :
                        Class A
                      
                    
                        Load Rating :
                        Class A
                      
                    Super-Structure
                        Superstructure Type :
                        T-beam and slab
                      
                    
                        Superstructure Material :
                        Reinforced concrete
                      
                    
                        Wearing Coat Type :
                        Cement Concrete
                      
                    
                        Expension Joint Type :
                        Single Strip/Box Seal Joint
                      
                    
                        Railing/Crash Barrier type :
                        Cast-in-situ concrete
                      
                    
                        Bearing type :
                        Elastomeric
                      
                    Sub-Structure
                        Founding Strata :
                        Hard clayey
                      
                    
                        Abutment Foundation Type :
                        Well
                      
                    
                        Pier Foundation Type :
                        Well
                      
                    
                        No of Piers :
                        11
                      
                    
                        Abutment Type :
                        RCC counterfort type
                      
                    
                        Pier Type :
                        RCC Solid
                      
                    Protection Work
                        Bank Protection Left Side of Up-stream :
                        no protection work provided
                      
                    
                        Bank Protection Right Side of Up-stream :
                        two No spur  20x6.0mx1.50 m wire create
                      
                    
                        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) :
                        spur Required