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US 36 ML over SH 224 ML/BRDWY.

Map 

Coordinates:
+39.82380, -104.98342
39°49'26" N, 104°59'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 36 ML over SH 224 ML/BRDWY.
Structure number:E-17-NB
Location:0.6 MI W OF JCT I 25
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:47.9 ft. [14.6 m]
Total length:145.3 ft. [44.3 m]
Roadway width between curbs:136.2 ft. [41.5 m]
Deck width edge-to-edge:145.0 ft. [44.2 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1986
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:136,000 [as of 2011]
Truck traffic:4% 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:Superior to present desirable criteria [9]
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:72.8 tons [66.2 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201496.0Functionally obsoleteGoodGoodGood136000
January 201396.0Functionally obsoleteGoodVery GoodGood118000
August 201096.0Functionally obsoleteGoodVery GoodGood118000
September 200896.0Functionally obsoleteGoodVery GoodGood118000
August 200696.0Functionally obsoleteGoodVery GoodGood122500
February 200596.0Not deficientGoodVery GoodGood112387
October 200296.0Not deficientGoodVery GoodGood112424
August 200096.0Not deficientGoodVery GoodGood113093
December 199898.0Not deficientGoodVery GoodGood113093
July 199699.0Not deficientGoodVery GoodGood94400
July 199498.0Not deficientGoodVery GoodGood73000
September 199296.0Not deficientSatisfactoryVery GoodGood73000
July 199096.0Not deficientGoodVery GoodGood90400