315TH ST over BELLE CREEK

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

Map

Coordinates:
+44.49185, -92.75814
44°29'31" N, 92°45'29" W

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

Name:	315TH ST over BELLE CREEK
Structure number:	5750
Location:	1.0 MI S OF JCT TH 19
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	100.4 ft. `[30.6 m]`
Total length:	163.1 ft. `[49.7 m]`
Roadway width between curbs:	19.0 ft. `[5.8 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Vertical clearance above deck:	13.8 ft. `[4.2 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1922
Year reconstructed:	1970
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:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	14 `[as of 1986]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	28.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$513,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2015	Poor	Fair	Poor	Satisfactory	14	28.0
May 2014	Poor	Fair	Poor	Satisfactory	14	28.0
May 2013	Poor	Fair	Poor	Satisfactory	14	28.0
May 2012	Poor	Fair	Poor	Satisfactory	14	28.0
April 2011	Poor	Fair	Poor	Satisfactory	14	28.0
May 2010	Poor	Fair	Poor	Satisfactory	14	32.0
June 2009	Fair	Fair	Fair	Satisfactory	14	54.4
May 2008	Fair	Fair	Fair	Satisfactory	14	54.4
May 2007	Fair	Fair	Fair	Satisfactory	14	57.4
May 2006	Fair	Fair	Fair	Satisfactory	14	57.4
May 2005	Fair	Fair	Fair	Satisfactory	14	57.4
May 2004	Fair	Fair	Fair	Satisfactory	14	57.4
June 2003	Fair	Fair	Fair	Satisfactory	14	57.4
May 2002	Fair	Fair	Fair	Satisfactory	14	53.4
May 2001	Fair	Satisfactory	Satisfactory	Satisfactory	14	83.0
May 2000	Fair	Satisfactory	Very Good	Satisfactory	14	62.0
July 1999	Fair	Satisfactory	Satisfactory	Very Good	14	62.0
November 1998	Fair	Satisfactory	Satisfactory	Very Good	14	62.0
October 1997	Fair	Good	Satisfactory	Very Good	14	53.6
December 1996	Fair	Satisfactory	Fair	Very Good	14	43.6
February 1996	Fair	Satisfactory	Fair	Fair	14	50.7
November 1994	Fair	Satisfactory	Fair	Fair	14	50.7
December 1993	Fair	Satisfactory	Satisfactory	Good	14	60.7
December 1992	Fair	Satisfactory	Satisfactory	Good	14	60.7
January 1992	Fair	Satisfactory	Satisfactory	Good	14	60.7