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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 

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:87.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201587.9FairSatisfactoryGoodGoodFO20250
December 201393.0GoodGoodGoodVery GoodFO20250
December 201193.0GoodGoodGoodVery GoodFO20250
January 201093.0GoodGoodGoodVery GoodFO20250
January 200889.1GoodGoodGoodVery GoodFO98700
December 200593.0GoodGoodGoodVery GoodFO19949
March 200493.0GoodGoodGoodVery GoodFO19949
January 200292.0GoodGoodGoodVery Good-19949
December 199992.2GoodGoodGoodVery Good-18500
April 199892.2GoodGoodGoodVery Good-18500
December 199592.2GoodGoodVery GoodVery Good-23000
March 199489.5GoodVery GoodVery GoodVery Good-57500