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RAMP TO US 40 ML over RAMP TO US 40 ML R

Map 

Coordinates:
+39.73917, -105.01500
39°44'21" N, 105°00'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP TO US 40 ML over RAMP TO US 40 ML R
Structure number:F-16-NZ
Location:N.W. CORNER OF I25/SH40
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:118.1 ft. [36.0 m]
Total length:366.2 ft. [111.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1988
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:12,500 [as of 2005]
Truck traffic:3% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:70.8 tons [64.4 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:80.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201480.8Not deficientGoodGoodGood12500
December 201180.8Not deficientGoodGoodGood12500
December 200980.8Not deficientGoodVery GoodVery Good12500
February 200892.5Not deficientGoodVery GoodVery Good3100
January 200681.0Not deficientGoodVery GoodVery Good11350
December 200381.0Not deficientGoodVery GoodVery Good11350
October 200181.0Not deficientGoodVery GoodVery Good11350
November 199981.2Not deficientGoodVery GoodVery Good10100
December 199774.6Not deficientGoodVery GoodVery Good17335
October 199575.4Not deficientGoodVery GoodVery Good17335
December 199375.3Not deficientGoodVery GoodGood12935
October 199180.1Not deficientGoodVery GoodGood9400