TR-220 over Douglas CREEK

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

Map

Coordinates:
+38.84070, -87.98346
38°50'27" N, 87°59'00" W

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

Name:	TR-220 over Douglas CREEK
Structure number:	080309800000000
Old structure number:	000080309817684 `(from 1992 edition)`
Location:	1 MI N STRINGTOWN
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	27.9 ft. `[8.5 m]`
Total length:	27.9 ft. `[8.5 m]`
Roadway width between curbs:	14.8 ft. `[4.5 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1909
Year reconstructed:	1965
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	10 `[as of 2008]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Critical `[2 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	13.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$72,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2016	Poor	Fair	Critical	Fair	10	13.8
April 2013	Poor	Fair	Critical	Fair	10	13.8
March 2011	Poor	Fair	Critical	Fair	10	13.0
January 2009	Poor	Fair	Critical	Fair	10	13.0
February 2007	Poor	Fair	Critical	Fair	29	13.3
January 2005	Poor	Fair	Poor	Fair	29	17.2
March 2003	Poor	Fair	Poor	Fair	29	17.2
January 2001	Fair	Fair	Fair	Fair	9	30.8
March 1999	Fair	Fair	Fair	Fair	9	30.8
January 1997	Fair	Fair	Fair	Fair	9	30.8
February 1995	Fair	Fair	Fair	Fair	9	30.9
March 1993	Fair	Good	Fair	Fair	10	31.9
January 1991	Fair	Good	Fair	Fair	9	31.9