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

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]`

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

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