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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, -94.68282
39°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2009PoorSeriousSeriousFair295610.5
November 1999PoorPoorPoorFair288731.6
December 1991PoorPoorPoorSatisfactory246331.6