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CROFT MILL over GREENVILLE CREEK

Map

Coordinates:
+40.11410, -84.40270
40°06'51" N, 84°24'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CROFT MILL over GREENVILLE CREEK
Structure number:5533511
Location:0.37 N OF CR81
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:105.0 ft. [32.0 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:15.4 ft. [4.7 m]
Deck width edge-to-edge:15.4 ft. [4.7 m]
Owner:County Highway Agency [02]
Year built:1928
Year reconstructed:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: February 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:224 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:32.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$266,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorSatisfactoryPoorFair22432.0
February 2017PoorSatisfactoryPoorFair22432.0
April 2015PoorSatisfactoryPoorFair16948.2
March 2014PoorSatisfactoryPoorFair16933.3
March 2013PoorSatisfactoryPoorFair16933.3
February 2012PoorSatisfactoryPoorFair16933.3
September 2010PoorGoodPoorPoor16947.7
February 2010PoorFairFairPoor16946.7
February 2009PoorFairFairPoor16946.7
March 2007PoorFairFairPoor16946.7
February 2005FairFairFairFair16854.7
January 2003FairSatisfactoryFairFair16855.7
January 2002FairSatisfactoryFairFair16855.7
February 2000FairSatisfactorySatisfactorySatisfactory16866.7
February 1999FairSatisfactorySatisfactorySatisfactory16866.7
April 1998FairSatisfactorySatisfactorySatisfactory16866.7
March 1997FairSatisfactorySatisfactorySatisfactory16866.7
February 1996FairSatisfactorySatisfactorySatisfactory16866.7
March 1995FairSatisfactorySatisfactorySatisfactory16866.5
March 1994FairSatisfactorySatisfactorySatisfactory16866.5
March 1993FairSatisfactorySatisfactorySatisfactory16866.5
April 1992FairGoodSatisfactoryGood16866.5
February 1991GoodGoodGoodGood14066.1