Bridge (ID- 1589 ) Inventory Report

स्वतंत्रता संग्राम सैनानी ”वृक्ष मानव“ श्री विश्वेश्वर दत्त सकलानी मोटर मार्ग कि0मी0-50 है0मी0 8-10 On Chainage 49.932 of Late tree man Shri Vishveshwar Dutt Saklani motor road (Raipur Kaddukhal state highway)

Data Yet Not Finalized

Last Rated On 09 Jun 2024

Rating 5.62%

Categorized As

XXXXX on XX-XX-XXXX

In District : Tehri Under Division : TD Thathyd

General

Bridge Type : Motor Bridge High Level
Structure No : 50/1
Feature Intersected : Song River
Name of Bridge : स्वतंत्रता संग्राम सैनानी ”वृक्ष मानव“ श्री विश्वेश्वर दत्त सकलानी मोटर मार्ग कि0मी0-50 है0मी0 8-10
Nearest Town : Marora Village
Latitude (Northing) : 30.35718100
Longitude (Easting) : 78.26123100
Construction Year : 1978
Inventory Year : 2021

Geometric

Overall length (in meter) : 36.00
Total No of Span : 1
Maximuam Span (in meter) : 38.50
Span Arragment : 1x38.50
No of Lane : 1.000
Overall Width (m) : 4.750
Carriageway Width (m) : 4.250
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 : 13.800
Road Level at Centre : 14.000
Design Scour Level at Pier :
Design Scour Level at Abutments :
Exposure Condition : Moderate
Seismic Importance factor : 0.0
Design Loading : Class B
Load Rating : Class B

Super-Structure

Superstructure Type : Truss
Superstructure Material : Steel
Wearing Coat Type : Cement Concrete
Expension Joint Type : Single Strip/Box Seal Joint
Railing/Crash Barrier type : Steel rolled section
Bearing type : Elastomeric

Sub-Structure

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

Protection Work

Bank Protection Left Side of Up-stream : None
Bank Protection Right Side of Up-stream : None
Bank Protection Left Side of Down-stream : None
Bank Protection Right Side of Down-stream : None
Floor Protection on Up-stream : None
Floor Protection on Down-stream : None
Tratment for Corrosion Protection (if any) : Required in soffit