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DUNLAPSVILLE ROAD over BROOKVILLE LAKE

Map

Coordinates:
+39.58779, -84.98749
39°35'16" N, 84°59'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DUNLAPSVILLE ROAD over BROOKVILLE LAKE
Structure number:8100020
Location:02.20 W OF SR 101
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:171.9 ft. [52.4 m]
Total length:466.2 ft. [142.1 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:County Highway Agency [02]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:550 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:91.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$700,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactoryGood55091.2
June 2015FairSatisfactorySatisfactoryGood55091.2
May 2013FairSatisfactorySatisfactoryGood40091.3
June 2011FairSatisfactorySatisfactoryGood35091.3
June 2008FairSatisfactorySatisfactoryGood32592.3
July 2006FairSatisfactorySatisfactorySatisfactory32592.3
June 2004GoodVery GoodVery GoodVery Good30089.7
May 2002GoodVery GoodVery GoodVery Good30089.7
May 2000GoodVery GoodVery GoodVery Good30092.7
May 1998GoodVery GoodVery GoodVery Good30092.7
March 1996GoodVery GoodVery GoodVery Good30092.7
May 1994GoodVery GoodVery GoodVery Good30092.5
December 1991GoodVery GoodVery GoodVery Good30092.5
February 1990GoodVery GoodVery GoodVery Good30087.4