TR 17 over CEDAR CREEK

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

Map

Coordinates:
+37.58414, -89.29405
37°35'03" N, 89°17'39" W

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

Name:	TR 17 over CEDAR CREEK
Structure number:	091313800000000
Old structure number:	000091313829125 `(from 1992 edition)`
Location:	1.4 MI NE ALTO PASS
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	30.8 ft. `[9.4 m]`
Roadway width between curbs:	14.4 ft. `[4.4 m]`
Deck width edge-to-edge:	14.4 ft. `[4.4 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1976
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:	Posted for load `[P]`
Average daily traffic:	50 `[as of 2015]`
Truck traffic:	40% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Serious `[3 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	27.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$55,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Poor	Very Good	Poor	Serious	50	27.0
March 2015	Poor	Good	Poor	Serious	50	27.0
March 2013	Poor	Good	Poor	Serious	50	27.0
March 2011	Poor	Very Good	Poor	Serious	59	27.0
March 2009	Poor	Fair	Poor	Serious	250	20.5
December 2007	Poor	Fair	Fair	Poor	250	26.5
December 2005	Fair	Satisfactory	Satisfactory	Satisfactory	250	53.2
February 2004	Fair	Satisfactory	Satisfactory	Satisfactory	175	53.3
February 2002	Fair	Satisfactory	Satisfactory	Satisfactory	175	52.0
April 1999	Fair	Fair	Fair	Good	75	45.1
February 1997	Fair	Good	Satisfactory	Good	75	56.2
October 1994	Fair	Good	Satisfactory	Good	75	56.2
March 1992	Good	Good	Good	Good	75	56.2