Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:200000BC3503010
Location:0.4 MI N KELLY AVE & I 83
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,900 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:80.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$34,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201680.0GoodGoodGoodGoodFO10900
September 201480.0GoodGoodGoodGoodFO10900
September 201280.0GoodGoodGoodGoodFO10900
September 201075.0GoodGoodGoodGoodFO10900
October 200992.0GoodGoodGoodGoodFO10900
October 200792.0FairGoodGoodSatisfactoryFO10900
October 200592.0FairGoodGoodSatisfactoryFO10900
August 200392.0FairGoodGoodSatisfactoryFO10900
November 200192.0FairGoodGoodSatisfactoryFO9420
November 199992.0FairVery GoodVery GoodSatisfactoryFO9420
December 199792.0FairVery GoodVery GoodSatisfactoryFO9420
January 199792.0FairVery GoodVery GoodSatisfactoryFO9420
February 199580.0FairVery GoodVery GoodFairFO9420
October 199282.0FairVery GoodVery GoodFairFO5739
November 199093.0Good-Very GoodGood-5739