Data finalized On 15 Dec 2023
By Er. Pramod Kumar Tiwari
Last Rated On 09 Jul 2024
Rating 0.00%
Categorized As
XXXXX on XX-XX-XXXX
In District : Champawat Under Division : NH Lohaghat
General
Bridge Type :
Motor Bridge High Level
Structure No :
87/1
Feature Intersected :
Ladhiya River
Name of Bridge :
New Chalthi Bridge
Nearest Town :
Chalthi
Latitude (Northing) :
29.19766500
Longitude (Easting) :
80.09381300
Construction Year :
2023
Inventory Year :
2023
Geometric
Overall length (in meter) :
165.00
Total No of Span :
3
Maximuam Span (in meter) :
120.00
Span Arragment :
1x30 + 1x120 + 1x15
No of Lane :
2.000
Overall Width (m) :
14.800
Carriageway Width (m) :
10.500
RS Footpath Width (m) :
1.500
LS Footpath Width (m) :
1.500
Approch Width i/c Shoulders (m) :
10.000
Gradient (%age) :
0
Skew Angle (degree) :
0.00
Radius of Curve in Plan (if Any) :
0.00
Design Data
HFL Highest Flood Level :
574.000
OFL Ordinary Flood Level :
573.000
LWL Low Water Level :
565.920
Design Velocity (m/Sec) :
7.49
Design Discharge (Cumecs) :
3562.26
Soffit Level at Centre :
583.375
Road Level at Centre :
583.420
Design Scour Level at Pier :
556.630
Design Scour Level at Abutments :
556.630
Exposure Condition :
Mild
Seismic Importance factor :
1.5
Design Loading :
Class A
Load Rating :
Class A
Super-Structure
Superstructure Type :
Truss
Superstructure Material :
Steel
Wearing Coat Type :
Bituminous Concrete
Expension Joint Type :
Other
Railing/Crash Barrier type :
Cast-in-situ concrete
Bearing type :
Roller & Rocker
Sub-Structure
Founding Strata :
Rocky
Abutment Foundation Type :
Open
Pier Foundation Type :
Raft
No of Piers :
2
Abutment Type :
other
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) :
Apron provided in 9.50 m width for both side piers.