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LOCAL RD. J-8.9 over DRY CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+39.89127, -97.78207
39°53'29" N, 97°46'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL RD. J-8.9 over DRY CREEK
Structure number:000790771903160
Location:6.0N OF SCANDIA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:County Highway Agency [02]
Year built:1910
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: September 2008

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:10 [as of 2004]
Deck condition:Imminent Failure [1 out of 9]
Superstructure condition:Imminent Failure [1 out of 9]
Substructure condition:Imminent Failure [1 out of 9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:24.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2008PoorImminent FailureImminent FailureImminent Failure1024.5
December 1998PoorSatisfactoryPoorPoor1026.0
March 1991PoorSatisfactoryCriticalSatisfactory1022.0