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BELLEVIEW AVE over GOLDSMITH GULCH

Map 

Coordinates:
+39.62428, -104.88917
39°37'27" N, 104°53'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BELLEVIEW AVE over GOLDSMITH GULCH
Structure number:D-11-GG-200
Location:JUST E OF DTC BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:59.7 ft. [18.2 m]
Total length:63.7 ft. [19.4 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:128.3 ft. [39.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:14,149 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:64.7 tons [58.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$679,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201478.3Functionally obsoleteSatisfactorySatisfactoryGood14149
December 201297.7Not deficientGoodSatisfactoryGood14149
December 201097.1Not deficientGoodGoodGood20620
September 200897.1Not deficientGoodGoodVery Good20620
January 200796.7Not deficientGoodGoodVery Good24159
August 200496.7Not deficientGoodGoodVery Good24159
October 200277.1Functionally obsoleteGoodGoodVery Good24159
July 200093.0Not deficientGoodGoodVery Good31905
December 199993.0Not deficientGoodGoodVery Good31905
December 199893.0Not deficientGoodGoodVery Good31905
May 199676.1Functionally obsoleteGoodGoodGood15702
November 199478.5Not deficientGoodGoodGood15702