Bridge (ID- 3508 ) Inventory Report

Mohkampur ROB On Chainage 164.000 of Ambala Paunta Shahib Dehradun Rishikesh (Haridwar) national highway

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 : Road Over Bridge
Structure No : 165/1
Feature Intersected : Railway Line
Name of Bridge : Mohkampur ROB
Nearest Town : Dehradun
Latitude (Northing) : 30.27747600
Longitude (Easting) : 78.07429000
Construction Year : 2018
Inventory Year : 2025

Geometric

Overall length (in meter) : 807.30
Total No of Span : 10
Maximuam Span (in meter) : 55.40
Span Arragment : 4x27.50m+1x20.70m+1x55.40m+3x27.50m+1x28.10m
No of Lane : 4.000
Overall Width (m) : 19.500
Carriageway Width (m) : 15.000
RS Footpath Width (m) : 1.000
LS Footpath Width (m) : 1.000
Approch Width i/c Shoulders (m) : 15.000
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 : 0.0
Design Loading : Class A
Load Rating : Class A

Super-Structure

Superstructure Type : T-beam and slab
Superstructure Material : Reinforced concrete
Wearing Coat Type : Mastic asphalt
Expension Joint Type : Single Strip/Box Seal Joint
Railing/Crash Barrier type : Cast-in-situ concrete
Bearing type : POT PIN

Sub-Structure

Founding Strata : Bouldery
Abutment Foundation Type : Pile
Pier Foundation Type : Pile
No of Piers : 9
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 : 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