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FREELANDVILLE ROAD over MARIA CREEK

Map

Coordinates:
+38.88168, -87.34667
38°52'54" N, 87°20'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FREELANDVILLE ROAD over MARIA CREEK
Structure number:4200023
Location:00.95 NE OF PERKINS ROAD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:44.0 ft. [13.4 m]
Total length:45.3 ft. [13.8 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:550 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:26.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$650,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryFairSatisfactory55026.2
September 2015FairSatisfactoryFairSatisfactory55026.2
September 2013FairSatisfactorySatisfactorySatisfactory55036.7
February 2012FairSatisfactorySatisfactorySatisfactory55037.7
April 2010FairSatisfactoryGoodSatisfactory55037.5
January 2008FairSatisfactoryGoodSatisfactory53043.9
January 2006FairSatisfactoryGoodSatisfactory53043.9
January 2004FairSatisfactoryGoodSatisfactory50048.0
December 2001FairSatisfactoryGoodSatisfactory50048.0
February 2000FairSatisfactoryGoodSatisfactory50048.2
March 1998FairSatisfactoryGoodSatisfactory50048.0
January 1996FairSatisfactoryGoodSatisfactory50030.6
January 1994FairSatisfactoryGoodSatisfactory50030.6
December 1991FairGoodVery GoodSatisfactory22523.7
September 1989GoodVery GoodVery GoodGood20029.0