PAUL AVE over M-39


+42.33613, -83.21593
42°20'10" N, 83°12'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:PAUL AVE over M-39
Structure number:000000000011687
Old structure number:82182192000S090 (from 1992 edition)
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:64.0 ft. [19.5 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
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]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,410 [as of 2005]
Truck traffic:4% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:60.9 tons [55.4 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:76.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201676.6GoodVery GoodVery GoodVery GoodFO5410
December 201476.6GoodVery GoodVery GoodVery GoodFO5410
February 201376.6GoodVery GoodVery GoodVery Good-5410
February 201178.0GoodExcellentVery GoodVery Good-5410
February 200977.0GoodExcellentExcellentVery Good-5410
February 200777.0GoodExcellentExcellentVery Good-5410
December 20052.0PoorPoorSerious--5410
January 200545.0PoorPoorPoorPoorSD5410
November 200245.0PoorPoorPoorPoorSD5410
November 200145.0PoorPoorPoorPoorSD5410
January 200145.0PoorSeriousPoorPoorSD5410
September 199945.0PoorPoorFairPoorSD5410
October 199828.2PoorSeriousSeriousSeriousSD5410
April 199728.2PoorSeriousSeriousSeriousSD5410
September 19962.0PoorFairCriticalPoorSD5410
August 199427.9PoorFairSeriousFairSD5410
August 199263.6FairSatisfactorySatisfactoryFairFO5410
July 199063.6FairSatisfactorySatisfactoryFairFO5410