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PAUL AVE over M-39

Map 

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

Facts 

Name:PAUL AVE over M-39
Structure number:000000000011687
Old structure number:82182192000S090 (from 1992 edition)
Location:IN DETROIT
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+Mod / HS 20+Mod [6]
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 2014 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201476.6Functionally obsoleteVery GoodVery GoodVery Good5410
February 201376.6Not deficientVery GoodVery GoodVery Good5410
February 201178.0Not deficientExcellentVery GoodVery Good5410
February 200977.0Not deficientExcellentExcellentVery Good5410
February 200777.0Not deficientExcellentExcellentVery Good5410
December 20052.0Not deficientPoorSerious-5410
January 200545.0Structurally deficientPoorPoorPoor5410
November 200245.0Structurally deficientPoorPoorPoor5410
November 200145.0Structurally deficientPoorPoorPoor5410
January 200145.0Structurally deficientSeriousPoorPoor5410
September 199945.0Structurally deficientPoorFairPoor5410
October 199828.2Structurally deficientSeriousSeriousSerious5410
April 199728.2Structurally deficientSeriousSeriousSerious5410
September 19962.0Structurally deficientFairCriticalPoor5410
August 199427.9Structurally deficientFairSeriousFair5410
August 199263.6Functionally obsoleteSatisfactorySatisfactoryFair5410
July 199063.6Functionally obsoleteSatisfactorySatisfactoryFair5410