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T358 COVERED BR R over SHADE CREEK

Map

Coordinates:
+40.20550, -77.87780
40°12'20" N, 77°52'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:T358 COVERED BR R over SHADE CREEK
Structure number:000000000018909
Old structure number:317206035830080 (from 1992 edition)
Location:ST. MARYS BRIDGE T-358
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:63.0 ft. [19.2 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:12.5 ft. [3.8 m]
Deck width edge-to-edge:13.5 ft. [4.1 m]
Vertical clearance above deck:11.2 ft. [3.4 m]
Owner:County Highway Agency [02]
Year built:1896
Year reconstructed:2012
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:143 [as of 2018]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:69.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$947,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairGoodSatisfactorySatisfactory14369.0
November 2016FairGoodSatisfactorySatisfactory14369.0
November 2014FairGoodSatisfactorySatisfactory14369.0
November 2012FairVery GoodSatisfactorySatisfactory14369.0
June 2012FairSatisfactoryFairSatisfactory6257.4
June 2010FairSatisfactoryFairSatisfactory6258.1
June 2008FairSatisfactoryFairSatisfactory6258.1
July 2006FairSatisfactoryFairSatisfactory6258.1
July 2004FairSatisfactorySatisfactorySatisfactory6268.8
August 2002FairSatisfactorySatisfactorySatisfactory6268.8
August 2000FairSatisfactoryGoodSatisfactory6068.8
November 1998FairSatisfactoryGoodFair6057.8
January 1997FairFairGoodGood6067.8
February 1995GoodGoodGoodVery Good6063.8
March 1993GoodVery GoodVery GoodVery Good6063.8
March 1991GoodVery GoodVery GoodVery Good6064.8