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SR 6,MAIN STREET over OVER FRENCH CREEK

Map

Coordinates:
+41.80494, -80.05586
41°48'18" N, 80°03'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 6,MAIN STREET over OVER FRENCH CREEK
Structure number:000000000012905
Old structure number:200006090001140 (from 1992 edition)
Location:CAMBRIDGE SPRINGS BORO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:200.1 ft. [61.0 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Owner:State Highway Agency [01]
Year built:1901
Year reconstructed:1987
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,200 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 condition. [5]
Sufficiency rating:32.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,051,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorFairSeriousFair620032.7
June 2015PoorFairSeriousFair622632.7
June 2013PoorSatisfactorySeriousFair853333.3
July 2011PoorSatisfactoryPoorFair893346.0
July 2009PoorSatisfactoryPoorFair911646.0
July 2007PoorSatisfactoryPoorFair1054745.9
August 2006PoorSatisfactoryPoorFair1044345.9
July 2005PoorSatisfactoryPoorFair1031949.8
April 2004PoorSatisfactoryPoorFair1017749.8
July 2003FairSatisfactoryFairFair1017761.5
July 2001FairSatisfactoryFairFair798159.8
July 1999FairSatisfactoryFairFair780961.8
July 1997FairGoodFairSatisfactory475462.3
July 1995FairGoodFairSatisfactory457062.5
August 1993FairGoodFairSatisfactory443664.5
August 1991FairGoodFairSatisfactory430363.5