WARREN AVE over M-39


+42.34337, -83.21604
42°20'36" N, 83°12'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WARREN AVE over M-39
Structure number:000000000011688
Old structure number:82182192000S100 (from 1992 edition)
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:54.5 ft. [16.6 m]
Total length:108.6 ft. [33.1 m]
Roadway width between curbs:72.8 ft. [22.2 m]
Deck width edge-to-edge:135.2 ft. [41.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed: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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:31,520 [as of 2005]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:77.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodVery GoodGoodGood3152077.0
May 2016GoodVery GoodVery GoodGood3152077.0
May 2014GoodVery GoodVery GoodGood3152077.0
May 2012GoodVery GoodVery GoodGood3152076.0
May 2010GoodExcellentVery GoodGood3152076.0
July 2008GoodVery GoodVery GoodGood3152076.0
July 2006FairExcellentExcellentFair3152065.0
January 2005FairSatisfactoryFairFair3152084.0
October 2003FairFairFairFair3152083.0
November 2002FairFairFairFair3152083.0
November 2001FairFairFairFair3152083.0
October 2000PoorSeriousFairPoor3152063.0
August 1999FairFairSatisfactoryFair3152083.0
October 1998FairFairSatisfactoryFair3152083.0
July 1996FairFairSatisfactorySatisfactory3152094.0
August 1994FairFairSatisfactorySatisfactory3152094.0
August 1992FairFairSatisfactorySatisfactory3152094.0
July 1990FairFairSatisfactorySatisfactory3152094.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.2,1602,160000
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.2702601000
Reinforced Concrete Pier Caplinear ft.135135000
Strip Seal Jointlinear ft.135013500
Pourable Jointlinear ft.2700260100
Elastomeric Bearingeach6464000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.231231000
Reinforced Concrete Bridge Raillinear ft.231231000
Reinforced Concrete Slabsq. ft.14,68214,682000