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Egenolf Rd over BR BRUSH CREEK

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

Map

Coordinates:
+39.18306, -86.96306
39°10'59" N, 86°57'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:Egenolf Rd over BR BRUSH CREEK
Structure number:6000075
Location:0.2 E of Jackson Rd
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:48.9 ft. [14.9 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:13.8 ft. [4.2 m]
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:456 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:15.0 tons [13.6 metric tons]
Inventory rating:6.9 tons [6.3 metric tons]
Sufficiency rating:14.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$811,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201414.3PoorFairPoorSatisfactorySD456
November 201217.1FairFairFairGoodSD456
January 201117.2FairFairFairGoodSD442
December 200817.2FairFairFairGoodSD422
December 200617.2FairFairFairGoodSD422
September 200414.6PoorFairFairPoorSD408
September 200214.6PoorFairFairPoorSD394
August 200014.8PoorFairFairPoorSD362
August 199814.8PoorFairFairPoorSD362
August 199619.2PoorSatisfactoryFairPoorSD350
November 199419.1PoorSatisfactoryFairPoorSD350
February 199219.1PoorSatisfactoryFairPoorSD350
February 199019.0PoorGoodFairPoorSD400