CAPITAL AVENUE S W over KALAMAZOO RIVER

Map

Coordinates:
+42.31623, -85.18802
42°18'58" N, 85°11'17" W

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

Name:	CAPITAL AVENUE S W over KALAMAZOO RIVER
Structure number:	000000000001412
Old structure number:	134050600098B02 `(from 1992 edition)`
Location:	N OF DICKMAN (I-94BL)
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	65.9 ft. `[20.1 m]`
Total length:	69.9 ft. `[21.3 m]`
Roadway width between curbs:	45.9 ft. `[14.0 m]`
Deck width edge-to-edge:	58.1 ft. `[17.7 m]`
Skew angle:	10°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1958
Year reconstructed:	2013
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	16,300 `[as of 1993]`
Deck condition:	Very Good `[8 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:	Basically intolerable requiring high priority of replacement `[2]`
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:	75.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Very Good	Good	Good	16300	75.1
October 2015	Good	Very Good	Good	Good	16300	75.1
October 2013	Good	Very Good	Good	Good	16300	75.1
October 2011	Fair	Satisfactory	Good	Good	16300	75.1
October 2009	Fair	Satisfactory	Good	Good	16300	75.1
October 2007	Fair	Satisfactory	Good	Good	16300	72.0
October 2005	Good	Good	Good	Good	16300	72.0
November 2003	Good	Good	Good	Good	16300	73.1
November 2001	Fair	Good	Fair	Good	16300	61.6
January 2001	Fair	Good	Fair	Good	16300	61.6
July 1998	Fair	Good	Fair	Good	16300	61.6
May 1996	Fair	Good	Fair	Good	14400	61.9
May 1994	Fair	Excellent	Excellent	Fair	14400	60.0
December 1991	Fair	Excellent	Excellent	Fair	14400	60.0