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TOWNSHIP ROAD over SOUTH LOGAN CREEK

Map 

Coordinates:
+42.27483, -96.90164
42°16'29" N, 96°54'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOWNSHIP ROAD over SOUTH LOGAN CREEK
Structure number:C002601310
Location:1.5W OF WAKEFIELD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:15.7 ft. [4.8 m]
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: October 2015 

Status:Posted for load [P]
Average daily traffic:10 [as of 2003]
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:19.9 tons [18.1 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:37.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201537.7Functionally obsoleteGoodFairFair10
October 201337.7Functionally obsoleteGoodFairFair10
November 201134.6Structurally deficientPoorFairFair10
November 200922.2Structurally deficientPoorPoorFair10
August 200720.2Structurally deficientPoorPoorFair10
September 200440.4Functionally obsoleteFairSatisfactorySatisfactory10
November 200241.4Functionally obsoleteSatisfactorySatisfactorySatisfactory10
November 200041.4Functionally obsoleteVery GoodSatisfactorySatisfactory10
November 199841.4Functionally obsoleteVery GoodSatisfactorySatisfactory10
November 199641.4Structurally deficientVery GoodSatisfactorySatisfactory10
October 199441.5Structurally deficientVery GoodSatisfactorySatisfactory10
November 199245.7Structurally deficientFairSatisfactorySatisfactory10
December 199145.7Structurally deficientFairSatisfactorySatisfactory10