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CORNELL AVENUE over GOLDSMITH GULCH

Map 

Coordinates:
+39.65993, -104.90411
39°39'36" N, 104°54'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CORNELL AVENUE over GOLDSMITH GULCH
Structure number:D-11-GG-120A
Location:JUST W OF TAMARAC DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:14.1 ft. [4.3 m]
Total length:70.9 ft. [21.6 m]
Deck width edge-to-edge:186.0 ft. [56.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1971
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
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:2,334 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:50.1 tons [45.5 metric tons]
Inventory rating:30.0 tons [27.3 metric tons]
Sufficiency rating:93.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201493.0Not deficient---2334
December 201293.0Not deficient---2334
December 201093.1Not deficient---1837
September 200893.1Not deficient---1837
January 200793.0Not deficient---2703
September 200493.0Not deficient---2703
October 200292.9Not deficient---2703
July 200092.7Not deficient---2051
December 199992.7Not deficient---2051
December 199892.7Not deficient---2051
June 199692.7Not deficient---1933