Data finalized On 04 Jan 2025
By Prashant Kumar Aggarwal
Bridge Yet Not Rated
Categorized As
XXXXX on XX-XX-XXXX
In District : Dehradun Under Division : NH Doiwala
General
Bridge Type :
Motor Bridge High Level
Structure No :
159/2
Feature Intersected :
Local Nala
Name of Bridge :
Local Nala
Nearest Town :
Dehradun
Latitude (Northing) :
30.28824000
Longitude (Easting) :
78.02755700
Construction Year :
2023
Inventory Year :
2025
Geometric
Overall length (in meter) :
8.00
Total No of Span :
1
Maximuam Span (in meter) :
8.00
Span Arragment :
1x8m
No of Lane :
4.000
Overall Width (m) :
17.000
Carriageway Width (m) :
15.000
RS Footpath Width (m) :
0.000
LS Footpath Width (m) :
1.500
Approch Width i/c Shoulders (m) :
7.500
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 :
0.0
Design Loading :
Class A
Load Rating :
Class A
Super-Structure
Superstructure Type :
Single/Multi-cell Box
Superstructure Material :
Reinforced concrete
Wearing Coat Type :
Bituminous Concrete
Expension Joint Type :
Single Strip/Box Seal Joint
Railing/Crash Barrier type :
Cast-in-situ concrete
Bearing type :
Not Provided
Sub-Structure
Founding Strata :
Bouldery
Abutment Foundation Type :
Raft
Pier Foundation Type :
NA
No of Piers :
0
Abutment Type :
RCC Box type
Pier Type :
NA
Protection Work
Bank Protection Left Side of Up-stream :
Stone Masonry Wall
Bank Protection Right Side of Up-stream :
Stone Masonry Wall
Bank Protection Left Side of Down-stream :
Gabian Wall
Bank Protection Right Side of Down-stream :
Stone Masonry Wall
Floor Protection on Up-stream :
Apron Provided
Floor Protection on Down-stream :
Apron Provided
Tratment for Corrosion Protection (if any) :
Cut off Wall