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CLEARVIEW RD over SERVICE CREEK

Map

Coordinates:
+40.57837, -80.34048
40°34'42" N, 80°20'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLEARVIEW RD over SERVICE CREEK
Structure number:000000000003714
Old structure number:043022004010120 (from 1992 edition)
Location:INTERSECTION WITH SR 3020
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:State Highway Agency [01]
Year reconstructed:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:242 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:64.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$76,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairSatisfactory24264.5
April 2016FairSatisfactoryFairSatisfactory24765.5
April 2014FairSatisfactoryFairSatisfactory25261.9
April 2012FairSatisfactoryFairSatisfactory44859.8
April 2010FairSatisfactoryFairSatisfactory51559.8
April 2008FairSatisfactoryFairSatisfactory51560.8
April 2006FairSatisfactoryFairSatisfactory50962.6
April 2004FairSatisfactoryFairSatisfactory49664.7
April 2002FairSatisfactorySatisfactorySatisfactory48175.8
April 2000FairSatisfactorySatisfactorySatisfactory16279.4
April 1998FairSatisfactorySatisfactorySatisfactory15979.4
April 1996FairSatisfactorySatisfactorySatisfactory15079.4
April 1994FairGoodSatisfactorySatisfactory14577.2
April 1992FairGoodSatisfactorySatisfactory14377.2
April 1990FairGoodGoodSatisfactory13875.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1680421260
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Masonry Abutmentlinear ft.104110300
Deck
Open Grid Decksq. ft.880088000
Steel Protective Coatingsq. ft.10,75310,753000
Joints
Open Jointlinear ft.4545000
Bearings
Movable Bearingeach40400
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8888000
Steel Protective Coatingsq. ft.10,75310,753000