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JOHNSTOWN RD over EEL RIVER

Map

Coordinates:
+39.16916, -87.00936
39°10'09" N, 87°00'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JOHNSTOWN RD over EEL RIVER
Structure number:6000142
Location:0.2 E OF SR 157
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:198.2 ft. [60.4 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:County Highway Agency [02]
Year built:1918
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 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:26 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 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]
Sufficiency rating:43.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$692,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairFairSatisfactory2643.7
November 2014FairFairFairSatisfactory2645.7
November 2012FairFairFairSatisfactory2648.0
January 2011FairFairFairSatisfactory2547.8
December 2008FairFairFairSatisfactory2451.2
December 2006FairSatisfactoryFairSatisfactory2446.0
September 2004FairSatisfactoryFairSatisfactory2344.7
September 2002FairSatisfactoryFairSatisfactory2345.7
August 2000FairSatisfactoryFairSatisfactory2135.5
August 1998FairFairFairSatisfactory2135.5
August 1996FairFairSatisfactorySatisfactory2048.3
December 1994FairFairSatisfactorySatisfactory61042.2
February 1992FairSatisfactorySatisfactorySatisfactory61034.6
February 1990FairGoodSatisfactoryGood60039.0