Share:

CR 9/14 SLS over SHANNONDALE LK. SPILLWAY

Map

Coordinates:
+39.21203, -77.81568
39°12'43" N, 77°48'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 9/14 SLS over SHANNONDALE LK. SPILLWAY
Structure number:00000000019A021
Location:0.54 MI N OF CR 9/5 SLS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.5 ft. [3.5 m]
Total length:36.4 ft. [11.1 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Wood or timber [7]
Main span design:Slab [01]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
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:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:86.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$75,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactoryGood10086.2
December 2015FairSatisfactorySatisfactoryGood10086.2
December 2013FairSatisfactorySatisfactoryGood20082.2
December 2011FairSatisfactorySatisfactoryGood10086.2
December 2009FairSatisfactorySatisfactoryGood10086.2
December 2007FairSatisfactorySatisfactoryGood10086.2
December 2005GoodGoodGoodGood5086.2
December 2003GoodGoodGoodGood5086.2
December 2001GoodGoodGoodGood5086.2
December 1999GoodGoodGoodGood5086.2
December 1997GoodGoodGoodGood5086.2
December 1995GoodGoodGoodGood5086.7
February 1995PoorSeriousSeriousGood5022.7
February 1993GoodGoodGoodGood5058.0
March 1991GoodVery GoodVery GoodGood5086.7