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STEELE STREET over I25 ML & LRT

Map 

Coordinates:
+39.68389, -104.95056
39°41'02" N, 104°57'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STEELE STREET over I25 ML & LRT
Structure number:F-17-NO
Location:IN DENVER
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:123.0 ft. [37.5 m]
Total length:216.9 ft. [66.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:2003
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:1,293 [as of 2013]
Truck traffic:6% 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:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.6 tons [56.0 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201495.9Not deficientGoodGoodGood1293
March 201293.2Not deficientGoodGoodGood8400
February 201095.2Not deficientVery GoodVery GoodVery Good8400
March 200897.2Not deficientVery GoodVery GoodVery Good8400
January 200496.6Not deficientVery GoodVery GoodVery Good3675
20030.0Not deficient---3675