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IRR/COUNTY HIGHWAY over LOGAN CREEK

Map 

Coordinates:
+42.26439, -96.83662
42°15'52" N, 96°50'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IRR/COUNTY HIGHWAY over LOGAN CREEK
Structure number:C002606405
Location:2E N35 WAYNE CL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:85.0 ft. [25.9 m]
Total length:212.9 ft. [64.9 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:100 [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:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:98.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201498.6Not deficientVery GoodVery GoodVery Good100
December 201299.2Not deficientVery GoodVery GoodVery Good100
December 201099.2Not deficientVery GoodVery GoodVery Good100
October 200899.2Not deficientVery GoodVery GoodVery Good100
September 2006100.0Not deficientExcellentExcellentExcellent100
September 2004100.0Not deficientExcellentExcellentExcellent100
November 2002100.0Not deficientExcellentExcellentExcellent100
November 2000100.0Not deficientExcellentExcellentExcellent100
November 1998100.0Not deficientExcellentExcellentExcellent100
November 1996100.0Not deficientExcellentExcellentExcellent100
October 1994100.0Not deficientExcellentExcellentExcellent100
October 1992100.0Not deficientExcellentExcellentExcellent100
December 199199.4Not deficientExcellentExcellentExcellent50