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I-25 On Ramp over LRT

Map 

Coordinates:
+39.67806, -104.93361
39°40'41" N, 104°56'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-25 On Ramp over LRT
Structure number:F-17-NQ
Location:At I-25 & Evans Ave
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:52.8 ft. [16.1 m]
Total length:56.4 ft. [17.2 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:146.3 ft. [44.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:45°
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 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:19,090 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:47.6 tons [43.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201492.1Functionally obsoleteGoodGoodVery Good19090
March 201292.1Not deficientVery GoodVery GoodVery Good19090
March 201092.1Not deficientVery GoodVery GoodVery Good19090
December 200792.1Not deficientVery GoodVery GoodVery Good19090
January 200792.1Not deficientVery GoodVery GoodVery Good19090