M-82 over CSX RR AND PENOYER CREEK

Map

Coordinates:
+43.42424, -85.79974
43°25'27" N, 85°47'59" W

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

Name:	M-82 over CSX RR AND PENOYER CREEK
Structure number:	000000000007728
Old structure number:	62162031000R010 `(from 1992 edition)`
Location:	IN NEWAYGO
Purpose:	Carries highway and pedestrian walkway over railroad and waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	65.0 ft. `[19.8 m]`
Total length:	315.0 ft. `[96.0 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	43.3 ft. `[13.2 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	8°
Owner:	State Highway Agency `[01]`
Year built:	1986
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	5
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,410 `[as of 2007]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	98.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Good	Good	5410	98.0
June 2016	Fair	Satisfactory	Good	Good	5410	98.0
June 2015	Good	Good	Good	Good	5410	98.0
June 2013	Good	Good	Good	Good	5410	98.0
June 2011	Good	Good	Good	Good	5410	98.0
June 2009	Fair	Satisfactory	Good	Good	5410	98.0
June 2007	Fair	Satisfactory	Very Good	Very Good	8143	98.0
June 2005	Good	Good	Very Good	Very Good	13000	98.0
July 2003	Good	Very Good	Very Good	Very Good	13000	98.0
August 2001	Good	Very Good	Very Good	Very Good	13000	98.0
August 1999	Good	Very Good	Very Good	Very Good	13000	98.0
June 1997	Good	Very Good	Very Good	Very Good	13000	96.0
August 1995	Good	Very Good	Very Good	Very Good	8400	79.0
August 1993	Good	Very Good	Very Good	Very Good	8400	79.0
May 1991	Good	Very Good	Very Good	Very Good	8400	79.0