Share:

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 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201599.8Not deficientVery GoodVery GoodVery Good20
October 201398.8Not deficientFairVery GoodVery Good20
October 2011100.0Not deficientVery GoodVery GoodVery Good20
October 2009100.0Not deficientExcellentExcellentExcellent20
November 2007100.0Not deficientExcellentExcellentExcellent20
October 2005100.0Not deficientExcellentExcellentExcellent20
November 200324.8Structurally deficientSatisfactorySatisfactoryFair20
November 200137.8Structurally deficientSatisfactorySatisfactorySatisfactory20
November 199937.8Structurally deficientSatisfactorySatisfactorySatisfactory20
November 199737.8Structurally deficientSatisfactorySatisfactorySatisfactory20
November 199537.6Structurally deficientSatisfactorySatisfactorySatisfactory20
November 199337.6Structurally deficientGoodSatisfactorySatisfactory20
February 199242.8Structurally deficientVery GoodSatisfactorySatisfactory20
October 198940.8Structurally deficientExcellentSatisfactorySatisfactory20