LOCAL over HONEY CREEK

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

Map

Coordinates:
+42.34722, -92.40833
42°20'50" N, 92°24'30" W

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

Name:	LOCAL over HONEY CREEK
Structure number:	000000000191750
Location:	081122701
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	83.0 ft. `[25.3 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	22.0 ft. `[6.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	1965
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	45 `[as of 2010]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Imminent Failure `[1 out of 9]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	32.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2014	Poor	Fair	Satisfactory	Imminent Failure	45	32.9
May 2013	Poor	Fair	Satisfactory	Imminent Failure	45	32.9
May 2010	Poor	Fair	Fair	Serious	45	32.9
August 2008	Poor	Fair	Satisfactory	Poor	45	43.4
July 2006	Poor	Fair	Satisfactory	Poor	45	43.7
June 2004	Poor	Fair	Satisfactory	Poor	45	38.4
July 2002	Poor	Fair	Satisfactory	Poor	45	38.4
May 2000	Poor	Fair	Satisfactory	Poor	45	44.1
August 1998	Fair	Fair	Good	Fair	45	56.8
May 1996	Fair	Good	Good	Satisfactory	45	69.8
April 1994	Fair	Good	Good	Satisfactory	45	69.8
April 1992	Fair	Good	Good	Satisfactory	45	69.8
June 1990	Fair	Good	Good	Satisfactory	45	69.8