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6 DIFFERENT STREET over WEIR GULCH

Map 

Coordinates:
+39.72025, -105.03258
39°43'13" N, 105°01'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:6 DIFFERENT STREET over WEIR GULCH
Structure number:D-17-WG-150
Location:OSCEOLA TO KNOX CT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.7 ft. [6.3 m]
Deck width edge-to-edge:2243.2 ft. [683.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1977
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:9,855 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:36.3 tons [33.0 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:65.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201565.0Not deficient---9855
January 201368.0Not deficient---9855
January 201168.4Not deficient---7366
November 200868.4Not deficient---7366
November 200665.3Not deficient---7820
October 200465.3Not deficient---7820
November 200262.8Not deficient---7820
July 200064.8Not deficient---692
December 199964.8Not deficient---692
December 199864.8Not deficient---692
May 199664.8Not deficient---622
November 199473.2Not deficient---622