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AK-SAR-BEN ACCESS over LITTLE PAPIO CREEK

Map 

Coordinates:
+41.24489, -96.02037
41°14'42" N, 96°01'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AK-SAR-BEN ACCESS over LITTLE PAPIO CREEK
Structure number:U1825D2201
Location:WOOLWORTH AVE @ 69TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:69.9 ft. [21.3 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Skew angle:23°
Owner:Private (other than railroad) [26]
Year built:1961
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:3
Main spans material:Prestressed concrete [5]
Main spans 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:1,000 [as of 2003]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:67.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201667.2FairFairGoodGoodFO1000
May 201467.2FairFairGoodGoodFO1000
May 201269.8FairFairGoodGoodFO1000
May 201070.8FairSatisfactoryGoodGoodFO1000
June 200870.8FairSatisfactoryGoodGoodFO1000
May 200672.4FairSatisfactoryGoodGoodFO1000
April 200472.4GoodGoodGoodGoodFO1000
August 200272.4GoodGoodGoodGoodFO1000
December 200172.3GoodGoodGoodGoodFO1000
November 199872.3GoodGoodGoodGoodFO1000
May 199672.3GoodGoodGoodGoodFO1000
August 199474.4GoodGoodGoodGood-1000
December 199274.4GoodExcellentExcellentExcellent-1000