Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:200000BC4213010
Location:0.7 MI S RADECKE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:81.0 ft. [24.7 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,265 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry 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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.2 tons [89.3 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:84.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$151,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201684.0FairFairFairFair-18265
May 201484.2FairFairFairFair-16700
May 201284.2FairFairSatisfactoryFair-16700
May 201084.2FairFairSatisfactoryFair-16700
December 200984.2FairFairSatisfactoryFair-16700
December 200784.2FairFairSatisfactoryFair-16700
October 200584.3FairFairSatisfactoryFair-15900
September 200365.7FairSatisfactorySatisfactoryFairFO15900
November 200166.0FairSatisfactorySatisfactoryFairFO13837
November 199966.0FairSatisfactorySatisfactoryFairFO13837
November 199767.0FairSatisfactoryGoodFairFO13837
January 199767.0FairSatisfactoryGoodFairFO13837
May 199566.4FairSatisfactorySatisfactoryFairFO13837
October 199266.4FairSatisfactoryGoodFairFO13837
October 199052.8FairGoodVery GoodFairFO13837