ROOSEVELT ROAD over HICKORY CREEK

Map

Coordinates:
+42.02576, -86.50456
42°01'33" N, 86°30'16" W

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

Name:	ROOSEVELT ROAD over HICKORY CREEK
Structure number:	000000000001018
Old structure number:	11312H00021B010 `(from 1992 edition)`
Location:	1 MI NE OF STEVENSVILLE
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	25.9 ft. `[7.9 m]`
Total length:	52.8 ft. `[16.1 m]`
Roadway width between curbs:	29.5 ft. `[9.0 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Skew angle:	34°
Owner:	County Highway Agency `[02]`
Year built:	1970
Year reconstructed:	2003
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Wood or timber `[7]`
Main spans design:	Slab `[01]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,045 `[as of 2007]`
Truck traffic:	3% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	74.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Very Good	Very Good	Fair	2045	74.3
July 2016	Good	Good	Good	Good	2045	80.4
July 2014	Good	Good	Good	Good	2045	80.4
July 2012	Good	Good	Good	Good	2045	80.4
June 2010	Good	Good	Good	Good	2045	80.4
June 2008	Good	Good	Good	Good	2045	80.4
July 2006	Good	Very Good	Very Good	Good	2444	80.3
August 2004	Good	Very Good	Very Good	Very Good	2444	80.3
June 2002	Poor	Poor	Poor	Satisfactory	2374	24.9
June 2000	Poor	Serious	Serious	Satisfactory	2374	2.0
April 1998	Poor	Serious	Serious	Satisfactory	2374	3.7
April 1996	Poor	Poor	Serious	Satisfactory	2374	7.2
April 1994	Poor	Serious	Serious	Satisfactory	2374	2.0
October 1992	Poor	Serious	Serious	Good	2374	2.0
October 1990	Poor	Serious	Serious	Good	1531	11.7