STATE ROAD over PINE RIVER

Map

Coordinates:
+44.11232, -85.68315
44°06'44" N, 85°40'59" W

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

Name:	STATE ROAD over PINE RIVER
Structure number:	000000000005283
Old structure number:	43200052000B080 `(from 1992 edition)`
Location:	5 MI N OF LUTHER
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	119.8 ft. `[36.5 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	30.5 ft. `[9.3 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1962
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	420 `[as of 2007]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	78.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Satisfactory	Good	Satisfactory	420	78.2
May 2015	Fair	Satisfactory	Good	Satisfactory	420	78.2
June 2013	Fair	Satisfactory	Satisfactory	Fair	420	67.1
May 2011	Fair	Satisfactory	Satisfactory	Fair	420	67.1
June 2009	Fair	Satisfactory	Satisfactory	Fair	420	48.3
May 2007	Fair	Satisfactory	Satisfactory	Fair	420	48.3
June 2005	Fair	Satisfactory	Satisfactory	Fair	400	48.3
June 2003	Good	Good	Good	Good	380	55.5
November 2001	Good	Good	Good	Good	210	58.8
October 1999	Good	Good	Good	Good	210	63.8
June 1997	Good	-	-	Good	210	58.8
July 1995	Good	Good	Good	Good	210	58.3
November 1993	Good	Good	Good	Good	210	58.3
November 1991	Good	Good	Good	Good	210	75.6