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SH 2 ML over SMITH RD,UP RR, RTD LR

Map 

Coordinates:
+39.77600, -104.94047
39°46'34" N, 104°56'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 2 ML over SMITH RD,UP RR, RTD LR
Structure number:E-17-XX
Location:IN DENVER
Purpose:Carries highway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:157.2 ft. [47.9 m]
Total length:159.5 ft. [48.6 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:103.0 ft. [31.4 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2002
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:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:53,000 [as of 2011]
Truck traffic:4% 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: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:74.9 tons [68.1 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201593.4Functionally obsoleteVery GoodGoodGood53000
October 201395.5Not deficientVery GoodVery GoodVery Good53000
November 201195.7Not deficientVery GoodVery GoodVery Good47300
December 200995.7Not deficientVery GoodVery GoodVery Good47300
January 200896.0Not deficientVery GoodVery GoodVery Good42500
November 200595.7Not deficientVery GoodVery GoodVery Good48987
February 200497.7Not deficientVery GoodVery GoodVery Good48987
July 200294.6Not deficientVery GoodVery GoodVery Good27834