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TOWNSHIP ROAD over AOWA CREEK

Map 

Coordinates:
+42.56137, -96.72114
42°33'41" N, 96°43'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOWNSHIP ROAD over AOWA CREEK
Structure number:C002603105
Location:SW EDGE OF PONCA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:2004
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2003]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
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:72.8 tons [66.2 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:99.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201599.8GoodVery GoodVery GoodVery Good-20
October 201398.8FairFairVery GoodVery Good-20
October 2011100.0GoodVery GoodVery GoodVery Good-20
October 2009100.0GoodExcellentExcellentExcellent-20
November 2007100.0GoodExcellentExcellentExcellent-20
October 2005100.0GoodExcellentExcellentExcellent-20
November 200324.8FairSatisfactorySatisfactoryFairSD20
November 200137.8FairSatisfactorySatisfactorySatisfactorySD20
November 199937.8FairSatisfactorySatisfactorySatisfactorySD20
November 199737.8FairSatisfactorySatisfactorySatisfactorySD20
November 199537.6FairSatisfactorySatisfactorySatisfactorySD20
November 199337.6FairGoodSatisfactorySatisfactorySD20
February 199242.8FairVery GoodSatisfactorySatisfactorySD20
October 198940.8FairExcellentSatisfactorySatisfactorySD20