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YALE AVE over GOLDSMITH GULCH

Map 

Coordinates:
+39.66760, -104.90613
39°40'03" N, 104°54'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:YALE AVE over GOLDSMITH GULCH
Structure number:D-11-GG-100A
Location:AT ONEIDA STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:17.4 ft. [5.3 m]
Total length:26.6 ft. [8.1 m]
Deck width edge-to-edge:109.9 ft. [33.5 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:15,900 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.6 tons [88.7 metric tons]
Inventory rating:58.5 tons [53.2 metric tons]
Sufficiency rating:96.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201496.5Not deficient---15900
December 201296.5Not deficient---15900
December 201096.5Not deficient---15920
September 200896.5Not deficient---15920
January 200795.9Not deficient---22233
September 200495.9Not deficient---22233
October 200295.9Not deficient---22233
August 200096.1Not deficient---20284
December 199996.1Not deficient---20284
December 199896.1Not deficient---20284
May 199696.0Not deficient---10353