Bridge (ID- 2620 ) Inventory Report

अगलाड़-थत्यूड़ अलमस बैण्ड मो0 मार्ग कि0मी0-43 है0मी0 6-8 On Chainage 42.600 of Agalad Thatyur Almas bend motor road

Data Yet Not Finalized

Last Rated On 01 Aug 2024

Rating 1.73%

Categorized As

XXXXX on XX-XX-XXXX

In District : Tehri Under Division : TD Thathyd

General

Bridge Type : Motor Bridge High Level
Structure No : 1/1
Feature Intersected : palligaaad river
Name of Bridge : अगलाड़-थत्यूड़ अलमस बैण्ड मो0 मार्ग कि0मी0-43 है0मी0 6-8
Nearest Town : thatyur
Latitude (Northing) : 30.50641700
Longitude (Easting) : 78.16532500
Construction Year : 1980
Inventory Year : 2022

Geometric

Overall length (in meter) : 24.50
Total No of Span : 1
Maximuam Span (in meter) : 24.50
Span Arragment : 1x24.5
No of Lane : 1.000
Overall Width (m) : 4.250
Carriageway Width (m) : 4.250
RS Footpath Width (m) : 0.000
LS Footpath Width (m) : 0.000
Approch Width i/c Shoulders (m) : 4.250
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 : 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 : Tubular steel
Bearing type : Roller & Rocker

Sub-Structure

Founding Strata : Rocky
Abutment Foundation Type : Open
Pier Foundation Type : Well
No of Piers : 0
Abutment Type : Stone Masonry
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