TWP 55 over BEAVER CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+44.03696, -95.82349
44°02'13" N, 95°49'25" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	TWP 55 over BEAVER CREEK
Structure number:	4723
Location:	3.0 MI N OF JCT TH 30
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	38.1 ft. `[11.6 m]`
Total length:	42.0 ft. `[12.8 m]`
Roadway width between curbs:	17.1 ft. `[5.2 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1927
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Gravel `[8]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	28 `[as of 1990]`
Deck condition:	Satisfactory `[6 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 corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	24.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$465,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2009	Poor	Satisfactory	Serious	Fair	28	24.2
January 2000	Poor	Satisfactory	Serious	Fair	28	28.3
October 1991	Poor	Satisfactory	Serious	Satisfactory	28	20.4