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ON RAMP TO EB 6TH over OFF-RAMP FROM EB 6TH AVE

Map 

Coordinates:
+39.72553, -105.00697
39°43'32" N, 105°00'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ON RAMP TO EB 6TH over OFF-RAMP FROM EB 6TH AVE
Structure number:D-04-BOST-065A
Location:S OF 6TH AVE NEAR QUIVAS
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.6 ft. [27.3 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:278 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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: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:86.7 tons [78.8 metric tons]
Inventory rating:41.1 tons [37.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201495.0Functionally obsoleteGoodVery GoodGood278
November 201295.0Functionally obsoleteGoodVery GoodGood278
November 201094.9Not deficientGoodVery GoodVery Good400
January 200994.9Not deficientGoodVery GoodVery Good400
October 200695.0Not deficientGoodVery GoodVery Good343
August 200495.0Not deficientGoodVery GoodVery Good343
November 200295.0Not deficientGoodExcellentExcellent343