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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 2014 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201467.2Functionally obsoleteFairGoodGood1000
May 201269.8Functionally obsoleteFairGoodGood1000
May 201070.8Functionally obsoleteSatisfactoryGoodGood1000
June 200870.8Functionally obsoleteSatisfactoryGoodGood1000
May 200672.4Functionally obsoleteSatisfactoryGoodGood1000
April 200472.4Functionally obsoleteGoodGoodGood1000
August 200272.4Functionally obsoleteGoodGoodGood1000
December 200172.3Functionally obsoleteGoodGoodGood1000
November 199872.3Functionally obsoleteGoodGoodGood1000
May 199672.3Functionally obsoleteGoodGoodGood1000
August 199474.4Not deficientGoodGoodGood1000
December 199274.4Not deficientExcellentExcellentExcellent1000