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RISHEL COV. BRDG. over CHILLISQUAQUE CREEK

Map

Coordinates:
+40.96020, -76.81570
40°57'37" N, 76°48'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RISHEL COV. BRDG. over CHILLISQUAQUE CREEK
Structure number:000000000029329
Old structure number:497203057300020 (from 1992 edition)
Location:E&W CHILLISQUAQUE TWPS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:90.9 ft. [27.7 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Vertical clearance above deck:5.9 ft. [1.8 m]
Owner:County Highway Agency [02]
Year built:1830
Year reconstructed:1990
Historic significance:Bridge is on the National Register of Historic Places [1]
Main span material:Wood or timber [7]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:30.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactorySatisfactory10030.1
February 2016FairSatisfactorySatisfactorySatisfactory10030.1
February 2015FairSatisfactoryGoodSatisfactory10030.1
February 2014FairSatisfactoryGoodSatisfactory10030.1
June 2013FairSatisfactoryGoodSatisfactory10025.4
February 2012PoorSatisfactoryImminent FailureSatisfactory10025.4
February 2010FairSatisfactoryGoodSatisfactory10030.1
February 2008FairSatisfactoryGoodSatisfactory10030.1
February 2006FairGoodGoodSatisfactory10028.1
February 2004FairGoodGoodSatisfactory10028.1
February 2002FairGoodGoodSatisfactory10028.1
February 2000FairGoodGoodSatisfactory10028.1
February 1998PoorGoodPoorVery Good10023.4
February 1996PoorGoodPoorVery Good10023.4
February 1994PoorGoodPoorVery Good10023.4
April 1992PoorGoodPoorVery Good10023.4
April 1990PoorGoodPoorVery Good10026.5