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SR 6,CUSSEWAGO ST. over OVER FRENCH CREEK

Map

Coordinates:
+41.77637, -80.10711
41°46'35" N, 80°06'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 6,CUSSEWAGO ST. over OVER FRENCH CREEK
Structure number:000000000012897
Old structure number:200006079013460 (from 1992 edition)
Location:CAMBRIDGE TOWNSHIP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:146.0 ft. [44.5 m]
Total length:295.0 ft. [89.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,616 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:43.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$729,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairFair361643.4
August 2015FairSatisfactoryFairFair364646.2
August 2013FairSatisfactoryFairFair363246.0
August 2011FairSatisfactoryFairFair410746.3
August 2009FairSatisfactoryFairSatisfactory419146.0
August 2007FairSatisfactoryFairSatisfactory418846.0
August 2005FairSatisfactoryFairSatisfactory378943.1
April 2004FairSatisfactoryFairSatisfactory373743.1
August 2003FairSatisfactoryFairSatisfactory370043.1
September 2001FairGoodFairSatisfactory377243.1
May 2000FairGoodFairSatisfactory377244.1
August 1999FairGoodFairSatisfactory369144.1
August 1997FairGoodFairFair360143.1
July 1995FairGoodFairFair350272.8
August 1993FairGoodSatisfactoryFair344772.8
August 1991FairGoodFairFair430372.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.2,1761,94623000
Steel Protective Coatingsq. ft.21,50621,506000
Deck
Reinforced Concrete Decksq. ft.10,58210,31726500
Wearing Surfacessq. ft.10,1709,91625400
Concrete Protective Coatingsq. ft.10,17010,170000
Superstructure
Steel Trusslinear ft.620168380720
Steel Protective Coatingsq. ft.21,50621,506000
Steel Floor Beamlinear ft.674495671120
Steel Protective Coatingsq. ft.21,50621,506000
Substructure
Reinforced Concrete Pier Walllinear ft.6046680
Reinforced Concrete Abutmentlinear ft.1859152420
Joints
Other Jointlinear ft.84275700
Bearings
Movable Bearingeach43100
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6365934003