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EMERSON STREET over I-25 ML & LRT

Map 

Coordinates:
+39.69111, -104.97639
39°41'28" N, 104°58'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EMERSON STREET over I-25 ML & LRT
Structure number:F-17-NF
Location:IN DENVER, T-REX
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:144.0 ft. [43.9 m]
Total length:375.7 ft. [114.5 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:49°
Owner:State Highway Agency [01]
Year built:2004
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
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:2,065 [as of 2013]
Truck traffic:3% 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:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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:80.0 tons [72.7 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201495.8Functionally obsoleteVery GoodVery GoodVery Good2065
April 201295.9Not deficientVery GoodVery GoodVery Good1400
March 201095.9Not deficientVery GoodVery GoodVery Good1400
February 200895.9Not deficientVery GoodVery GoodVery Good1400
January 200483.9Not deficientVery GoodVery GoodVery Good10080