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SH 2 ML over I 25 ML

Map 

Coordinates:
+39.68278, -104.94056
39°40'58" N, 104°56'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 2 ML over I 25 ML
Structure number:F-17-OC
Location:IN DENVER
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.4 ft. [36.7 m]
Total length:226.7 ft. [69.1 m]
Roadway width between curbs:116.1 ft. [35.4 m]
Deck width edge-to-edge:144.0 ft. [43.9 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:62,000 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.7 tons [74.3 metric tons]
Inventory rating:43.3 tons [39.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201577.3Functionally obsoleteGoodGoodGood62000
October 201377.3Not deficientGoodGoodVery Good62000
November 201178.1Not deficientGoodGoodVery Good48800
December 200978.1Not deficientGoodGoodVery Good48800
January 200878.0Not deficientGoodGoodVery Good50100
January 200677.7Not deficientVery GoodVery GoodVery Good54200