Share:

CR 1/3 SLS over SLEEPY CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+39.64764, -78.12867
39°38'52" N, 78°07'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 1/3 SLS over SLEEPY CREEK
Structure number:00000000033A003
Location:0.35 MI E OF CR 08 SLS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:111.9 ft. [34.1 m]
Total length:262.5 ft. [80.0 m]
Roadway width between curbs:11.5 ft. [3.5 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Vertical clearance above deck:9.2 ft. [2.8 m]
Owner:State Highway Agency [01]
Year built:1911
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Aluminum, Wrought Iron or Cast Iron [9]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: June 2014

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:200 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 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:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:13.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,100,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2014PoorSatisfactorySeriousPoor20013.6
June 2013PoorSatisfactorySeriousPoor20013.6
June 2012PoorSatisfactorySeriousPoor20013.6
June 2011PoorSatisfactorySeriousPoor20013.6
June 2010PoorSatisfactorySeriousPoor20013.6
June 2009PoorGoodSeriousPoor20013.6
June 2008PoorGoodSeriousPoor20013.6
June 2007PoorGoodSeriousPoor20013.6
June 2006PoorGoodSeriousPoor20013.6
June 2005PoorGoodSeriousPoor15014.2
June 2004PoorGoodSeriousPoor15014.2
June 2003PoorGoodSeriousPoor15014.2
June 2002PoorGoodSeriousPoor15014.2
June 2001PoorGoodSeriousPoor15014.2
June 2000PoorGoodSeriousPoor15014.2
June 1999PoorVery GoodSeriousPoor8015.0
June 1998PoorVery GoodSeriousPoor8015.0
June 1997PoorSeriousSeriousFair5000.0
June 1996PoorSeriousSeriousFair500.0
April 1995PoorSeriousSeriousFair500.0
June 1994PoorSeriousSeriousFair500.0
May 1993PoorSeriousSeriousFair500.0
June 1992PoorSeriousSeriousFair800.0
May 1991PoorCriticalSeriousSerious5015.4