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FAS 1990-RIVER RD over OAK CREEK

Map

Coordinates:
+40.06029, -98.41049
40°03'37" N, 98°24'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAS 1990-RIVER RD over OAK CREEK
Structure number:C009124220
Location:JCT US136/N78 2.1S 4.4W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:40.0 ft. [12.2 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:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:40 [as of 2011]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:25.0 tons [22.7 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:46.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201546.6FairFairSatisfactoryFair-40
September 201346.6FairFairSatisfactoryFair-40
November 201146.5FairFairSatisfactoryFair-40
December 200946.5FairFairSatisfactoryFair-40
May 200736.6FairSatisfactorySatisfactorySatisfactoryFO40
December 200433.8GoodGoodGoodGoodFO50
December 200232.8FairFairGoodGoodFO50
November 200032.8FairFairGoodGoodFO50
December 199832.8FairFairGoodGoodFO50
December 199632.8FairFairGoodGoodSD45
December 199432.8FairFairGoodGoodSD45
November 199236.9FairFairGoodGoodSD45
December 199037.8GoodVery GoodGoodGoodSD65