M-53(VANDYKE ST) over I-94


+42.38615, -83.02008
42°23'10" N, 83°01'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M-53(VANDYKE ST) over I-94
Structure number:000000000011220
Old structure number:82182024000S130 (from 1992 edition)
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:172.3 ft. [52.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:99.7 ft. [30.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,538 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodVery Good1953895.0
November 2015GoodExcellentExcellentExcellent1953895.0
November 2013GoodExcellentExcellentExcellent1953895.0
November 2012PoorSeriousSeriousPoor1953847.0
December 2011PoorSeriousSeriousPoor969047.0
July 2011PoorSeriousSeriousPoor969047.0
January 2010PoorSeriousSeriousPoor969047.0
January 2009PoorSeriousSeriousPoor969047.0
May 2007PoorPoorPoorSerious1324448.0
April 2006PoorPoorPoorSerious1324448.0
July 2005PoorPoorFairSerious2500048.0
February 2004PoorPoorPoorSerious2500048.0
September 2002PoorPoorPoorSerious2500033.0
May 2001PoorPoorSatisfactorySerious2500033.0
September 1999PoorPoorSatisfactorySerious2500040.8
November 1998PoorPoorPoorSerious2500038.8
June 1996PoorPoorPoorPoor2340055.8
July 1994PoorFairPoorPoor2340057.5
June 1992PoorFairPoorPoor2340057.5
May 1990PoorFairGoodPoor2340056.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.2,4112,411000
Reinforced Concrete Decksq. ft.17,16817,168000
Reinforced Concrete Columneach55000
Reinforced Concrete Pier Walllinear ft.9494000
Reinforced Concrete Abutmentlinear ft.200200000
Reinforced Concrete Pier Caplinear ft.100100000
Strip Seal Jointlinear ft.200020000
Pourable Jointlinear ft.200200000
Elastomeric Bearingeach5656000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.344344000