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TOWNSHIP ROAD over SICILY CREEK

Map 

Coordinates:
+40.15122, -96.78449
40°09'04" N, 96°47'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOWNSHIP ROAD over SICILY CREEK
Structure number:C003411503
Location:5W 2.2N OF WYMORE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: October 2012 

Status:Open, no restriction [A]
Average daily traffic:20 [as of 1997]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:88.1 tons [80.1 metric tons]
Sufficiency rating:97.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$105,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201297.0Not deficientVery GoodVery GoodExcellent20
October 201097.0Not deficientVery GoodVery GoodExcellent20
December 200897.0Not deficientVery GoodVery GoodExcellent20
November 200697.0Not deficientVery GoodVery GoodExcellent20
October 200497.0Not deficientVery GoodVery GoodExcellent20
December 200397.0Not deficientExcellentExcellentExcellent20
October 200230.1Functionally obsoleteSatisfactoryFairSatisfactory20
September 200130.1Functionally obsoleteSatisfactoryFairSatisfactory20
October 199929.1Functionally obsoleteSatisfactoryFairSatisfactory20
November 199827.6Functionally obsoleteSatisfactoryGoodGood20
November 199627.6Structurally deficientVery GoodGoodGood20
October 199423.7Structurally deficientSatisfactoryPoorPoor20
November 199223.7Structurally deficientSatisfactoryPoorPoor20
November 199025.7Structurally deficientSatisfactoryFairFair20