US 169 S over NIAGARA RVR
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+39.91452, -94.6828239°54'52" N, 94°40'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 169 S over NIAGARA RVR |
Structure number: | 5211 |
Old structure number: | J 3R 1 (from 1992 edition) |
Location: | S 23 T 59 N R 34 W |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 42.7 ft. [13.0 m] |
Total length: | 98.1 ft. [29.9 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1928 |
Year reconstructed: | 1979 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2009
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,956 [as of 2008] |
Truck traffic: | 10% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 10.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $737,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2009 | Poor | Serious | Serious | Fair | 2956 | 10.5 |
November 1999 | Poor | Poor | Poor | Fair | 2887 | 31.6 |
December 1991 | Poor | Poor | Poor | Satisfactory | 2463 | 31.6 |