M-102 LEFT TRN RMP over M-39


+42.44339, -83.21964
42°26'36" N, 83°13'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M-102 LEFT TRN RMP over M-39
Structure number:000000000011713
Old structure number:82182193000S100 (from 1992 edition)
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:64.0 ft. [19.5 m]
Total length:131.2 ft. [40.0 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:2010
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:Steel [3]
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: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,160 [as of 1982]
Truck traffic:3% of total traffic
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:Equal to present minimum criteria [6]
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:91.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodGoodGood516091.0
February 2016GoodVery GoodGoodGood516091.0
February 2014GoodVery GoodGoodGood516091.0
February 2012GoodExcellentGoodGood516091.0
September 2011GoodExcellentGoodGood516088.0
September 2008PoorPoorGoodPoor516047.0
September 2006PoorPoorGoodPoor516047.0
June 2005PoorPoorGoodPoor516047.0
February 2004PoorPoorGoodPoor516047.0
November 2002PoorPoorGoodPoor516047.0
August 2001PoorPoorGoodPoor516047.0
June 2000PoorPoorGoodPoor516047.0
July 1998PoorPoorVery GoodFair516060.0
July 1996PoorPoorSatisfactoryFair516062.0
August 1994PoorPoorSatisfactorySatisfactory516073.0
June 1992FairSatisfactorySatisfactorySatisfactory516076.0
May 1990FairSatisfactorySatisfactorySatisfactory516076.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,7992,7663300
Steel Protective Coatingsq. ft.96,44596,445000
Reinforced Concrete Decksq. ft.50,80650,30050600
Reinforced Concrete Columneach33000
Concrete Protective Coatingsq. ft.12,91712,917000
Reinforced Concrete Abutmentlinear ft.387387000
Concrete Protective Coatingsq. ft.19,05219,052000
Reinforced Concrete Pier Caplinear ft.144144000
Concrete Protective Coatingsq. ft.5,8135,813000
Strip Seal Jointlinear ft.144014400
Pourable Jointlinear ft.374374000
Movable Bearingeach1212000
Fixed Bearingeach1515000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.869869000
Concrete Protective Coatingsq. ft.13,97213,972000