+39.63456, -105.08836
39°38'04" N, 105°05'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:D-26-SWG-015
Location:1/2 MI S OF QUINCY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.1 ft. [4.9 m]
Total length:33.8 ft. [10.3 m]
Deck width edge-to-edge:125.0 ft. [38.1 m]
Skew angle:60°
Owner:City or Municipal Highway Agency [04]
Year built:1985
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,550 [as of 2013]
Truck traffic:2% 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]
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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:84.3

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201684.3Fair6 out of 10-6550
December 201484.3Fair6 out of 10-6550
December 201284.3Fair6 out of 10-6550
December 201084.3Fair6 out of 10-6279
September 200884.3Fair6 out of 10-6279
November 200684.3Good7 out of 10-6279
October 200484.3Good7 out of 10-6279
November 200284.3Good7 out of 10-6279
July 200084.5Good7 out of 10-3965
December 199984.5Good7 out of 10-3965
December 199884.5Good7 out of 10-3965
July 199681.4Good7 out of 10-3668