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US 285 ML over RALEIGH STREET

Map 

Coordinates:
+39.65361, -105.04083
39°39'13" N, 105°02'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 285 ML over RALEIGH STREET
Structure number:F-16-RY
Location:0.65 MI E OF SH 95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:42.0 ft. [12.8 m]
Total length:96.5 ft. [29.4 m]
Roadway width between curbs:111.9 ft. [34.1 m]
Deck width edge-to-edge:118.1 ft. [36.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:68,000 [as of 2011]
Truck traffic:3% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:71.8 tons [65.3 metric tons]
Sufficiency rating:89.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201589.5Not deficientGoodGoodVery Good68000
May 201389.5Not deficientGoodGoodVery Good68000
May 201189.5Not deficientGoodGoodVery Good68900
April 200989.5Not deficientGoodGoodVery Good68900
May 200789.0Not deficientGoodGoodVery Good77800
April 200589.6Not deficientGoodGoodVery Good65926
July 200390.7Not deficientGoodGoodVery Good65399
June 200187.4Not deficientGoodGoodVery Good65399
July 199992.9Not deficientGoodGoodVery Good64205
May 199796.3Not deficientGoodGoodVery Good28800
August 199590.6Not deficientVery GoodVery GoodVery Good28800