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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 2016 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201698.6GoodVery GoodVery GoodVery Good-100
December 201498.6GoodVery GoodVery GoodVery Good-100
December 201299.2GoodVery GoodVery GoodVery Good-100
December 201099.2GoodVery GoodVery GoodVery Good-100
October 200899.2GoodVery GoodVery GoodVery Good-100
September 2006100.0GoodExcellentExcellentExcellent-100
September 2004100.0GoodExcellentExcellentExcellent-100
November 2002100.0GoodExcellentExcellentExcellent-100
November 2000100.0GoodExcellentExcellentExcellent-100
November 1998100.0GoodExcellentExcellentExcellent-100
November 1996100.0GoodExcellentExcellentExcellent-100
October 1994100.0GoodExcellentExcellentExcellent-100
October 1992100.0GoodExcellentExcellentExcellent-100
December 199199.4GoodExcellentExcellentExcellent-50