M-53(VANDYKE ST) over I-94


+42.38627, -83.02017
42°23'11" N, 83°01'13" 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:15.7 ft. [4.8 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 2015

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:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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]
Operating rating:69.2 tons [62.9 metric tons]
Inventory rating:42.0 tons [38.2 metric tons]
Sufficiency rating:95.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201595.0GoodExcellentExcellentExcellent-19538
November 201395.0GoodExcellentExcellentExcellent-19538
November 201247.0PoorSeriousSeriousPoor-19538
December 201147.0PoorSeriousSeriousPoorSD9690
July 201147.0PoorSeriousSeriousPoorSD9690
January 201047.0PoorSeriousSeriousPoorSD9690
January 200947.0PoorSeriousSeriousPoorSD9690
May 200748.0PoorPoorPoorSeriousSD13244
April 200648.0PoorPoorPoorSeriousSD13244
July 200548.0PoorPoorFairSeriousSD25000
February 200448.0PoorPoorPoorSeriousSD25000
September 200233.0PoorPoorPoorSeriousSD25000
May 200133.0PoorPoorSatisfactorySeriousSD25000
September 199940.8PoorPoorSatisfactorySeriousSD25000
November 199838.8PoorPoorPoorSeriousSD25000
June 199655.8PoorPoorPoorPoorSD23400
July 199457.5PoorFairPoorPoorSD23400
June 199257.5PoorFairPoorPoorSD23400
May 199056.5PoorFairGoodPoorSD23400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
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