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RAMP/EVANS AVE SE over RAMP TO EVANS AVE[SE] R

Map

Coordinates:
+39.67778, -104.99333
39°40'40" N, 104°59'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP/EVANS AVE SE over RAMP TO EVANS AVE[SE] R
Structure number:F-16-PL
Location:2.06 MI N OF JCT US 285
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:124.0 ft. [37.8 m]
Total length:489.2 ft. [149.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1986
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:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,200 [as of 2005]
Truck traffic:9% 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201699.7GoodGoodGoodGood-7200
August 201499.7GoodGoodGoodGood-7200
January 201399.7GoodGoodGoodGood-7200
August 201099.7GoodGoodGoodGood-7200
October 200899.7GoodGoodGoodGood-7200
September 200699.7GoodGoodGoodGood-7200
January 200599.7GoodGoodGoodGood-6476
October 200299.7GoodGoodGoodGood-6476
August 200099.4GoodGoodGoodGood-6000
November 199899.4GoodGoodGoodGood-6000
September 199699.5GoodGoodGoodGood-5500
September 199499.6GoodGoodGoodGood-5420
September 199299.6GoodGoodGoodGood-5420
October 199099.6GoodVery GoodVery GoodVery Good-4800