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RAMP TO I 70 EBND over I 25 ML, RAMPS R

Map 

Coordinates:
+39.77907, -104.98920
39°46'45" N, 104°59'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP TO I 70 EBND over I 25 ML, RAMPS R
Structure number:E-17-PD
Location:IN DENVER
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:206.0 ft. [62.8 m]
Total length:842.9 ft. [256.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1993
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:5
Main spans material:Steel continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:20,250 [as of 2005]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201587.9Functionally obsoleteSatisfactoryGoodGood20250
December 201393.0Functionally obsoleteGoodGoodVery Good20250
December 201193.0Functionally obsoleteGoodGoodVery Good20250
January 201093.0Functionally obsoleteGoodGoodVery Good20250
January 200889.1Functionally obsoleteGoodGoodVery Good98700
December 200593.0Functionally obsoleteGoodGoodVery Good19949
March 200493.0Functionally obsoleteGoodGoodVery Good19949
January 200292.0Not deficientGoodGoodVery Good19949
December 199992.2Not deficientGoodGoodVery Good18500
April 199892.2Not deficientGoodGoodVery Good18500
December 199592.2Not deficientGoodVery GoodVery Good23000
March 199489.5Not deficientVery GoodVery GoodVery Good57500