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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201595.0Not deficientExcellentExcellentExcellent19538
November 201395.0Not deficientExcellentExcellentExcellent19538
November 201247.0Not deficientSeriousSeriousPoor19538
December 201147.0Structurally deficientSeriousSeriousPoor9690
July 201147.0Structurally deficientSeriousSeriousPoor9690
January 201047.0Structurally deficientSeriousSeriousPoor9690
January 200947.0Structurally deficientSeriousSeriousPoor9690
May 200748.0Structurally deficientPoorPoorSerious13244
April 200648.0Structurally deficientPoorPoorSerious13244
July 200548.0Structurally deficientPoorFairSerious25000
February 200448.0Structurally deficientPoorPoorSerious25000
September 200233.0Structurally deficientPoorPoorSerious25000
May 200133.0Structurally deficientPoorSatisfactorySerious25000
September 199940.8Structurally deficientPoorSatisfactorySerious25000
November 199838.8Structurally deficientPoorPoorSerious25000
June 199655.8Structurally deficientPoorPoorPoor23400
July 199457.5Structurally deficientFairPoorPoor23400
June 199257.5Structurally deficientFairPoorPoor23400
May 199056.5Structurally deficientFairGoodPoor23400