M-59 WB over GREAT LAKES CENTRAL RR

Map

Coordinates:
+42.62200, -83.93934
42°37'19" N, 83°56'22" W

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

Name:	M-59 WB over GREAT LAKES CENTRAL RR
Structure number:	000000000005800
Old structure number:	47147082000R020 `(from 1992 edition)`
Location:	IN HOWELL
Purpose:	Carries highway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	55.4 ft. `[16.9 m]`
Total length:	123.7 ft. `[37.7 m]`
Roadway width between curbs:	47.9 ft. `[14.6 m]`
Deck width edge-to-edge:	63.0 ft. `[19.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	2006
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:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	18,396 `[as of 2007]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 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:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	95.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Good	Good	Satisfactory	18396	95.7
September 2015	Fair	Good	Very Good	Satisfactory	18396	95.7
September 2013	Fair	Good	Very Good	Satisfactory	18396	95.7
September 2011	Fair	Very Good	Very Good	Satisfactory	18396	95.7
September 2009	Good	Very Good	Very Good	Very Good	18396	95.7
February 2009	Good	Very Good	Excellent	Excellent	18396	95.7
October 2007	Poor	Poor	Fair	Satisfactory	15911	81.5
October 2005	Poor	Poor	Fair	Satisfactory	15911	75.1
November 2004	Poor	Serious	Serious	Fair	19800	31.9
October 2003	Fair	Fair	Satisfactory	Fair	7300	75.8
October 2001	Fair	Fair	Satisfactory	Fair	7300	75.8
April 2001	Fair	Fair	Satisfactory	Fair	7300	75.8
July 1999	Fair	Fair	Fair	Fair	7300	82.0
September 1997	Fair	Fair	Satisfactory	Satisfactory	7300	87.1
October 1995	Fair	Fair	Satisfactory	Satisfactory	9500	87.7
August 1993	Fair	Fair	Good	Satisfactory	6600	88.4
March 1991	Fair	Satisfactory	Good	Satisfactory	6600	89.4
April 1989	Fair	Fair	Good	Satisfactory	6600	88.4

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	991	989	2	0	0
Concrete Protective Coating	sq. ft.	990	990	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,456	6,440	8	8	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Concrete Protective Coating	sq. ft.	1,440	1,440	0	0	0
Reinforced Concrete Abutment	linear ft.	126	93	27	6	0
Concrete Protective Coating	sq. ft.	1,008	943	65	0	0
Reinforced Concrete Pier Cap	linear ft.	96	92	4	0	0
Concrete Protective Coating	sq. ft.	1,728	1,716	12	0	0
Joints
Strip Seal Joint	linear ft.	126	0	116	10	0
Other Joint	linear ft.	126	123	0	3	0
Bearings
Elastomeric Bearing	each	48	46	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	248	174	74	0	0
Concrete Protective Coating	sq. ft.	1,860	1,835	25	0	0
Other Material Bridge Rail	linear ft.	128	50	78	0	0