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QUINCY AVE over SOUTHWESTERLY GULCHES

Map 

Coordinates:
+39.63878, -105.06097
39°38'20" N, 105°03'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:QUINCY AVE over SOUTHWESTERLY GULCHES
Structure number:D-26-SWG-005
Location:.35 MI W SHERIDAN BLVD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:14.1 ft. [4.3 m]
Total length:29.9 ft. [9.1 m]
Deck width edge-to-edge:149.3 ft. [45.5 m]
Skew angle:45°
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]
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:10,225 [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: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]
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:89.8 tons [81.6 metric tons]
Inventory rating:89.8 tons [81.6 metric tons]
Sufficiency rating:80.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201480.3Not deficient---10225
December 201280.3Not deficient---10225
December 201079.6Not deficient---14066
September 200879.6Not deficient---14066
November 200651.1Functionally obsolete---14066
October 200470.1Functionally obsolete---14066
November 200296.0Not deficient---14066
July 200095.9Not deficient---14642
December 199984.1Not deficient---14642
December 199884.1Not deficient---14642
July 199683.8Not deficient---6262