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CHAPEL DR over BRUSH CREEK

Map

Coordinates:
+40.81732, -80.25174
40°49'02" N, 80°15'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHAPEL DR over BRUSH CREEK
Structure number:000000000003648
Old structure number:041005003001760 (from 1992 edition)
Location:200'S.E.OF SR 1012
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:65.9 ft. [20.1 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1969
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:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,154 [as of 2018]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:66.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$462,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorPoorPoorPoor215466.4
May 2016PoorPoorPoorPoor218266.4
May 2014PoorPoorPoorPoor203766.5
May 2012PoorPoorPoorPoor210266.5
May 2010PoorPoorPoorFair224266.4
May 2008PoorPoorPoorFair224266.4
May 2006PoorPoorPoorFair221866.4
May 2004PoorPoorGoodFair252584.6
May 2002PoorPoorGoodFair246184.6
May 2000PoorPoorGoodSatisfactory217594.9
May 1998PoorPoorGoodSatisfactory213295.0
May 1996PoorPoorGoodSatisfactory201794.0
May 1994PoorPoorGoodSatisfactory193794.1
May 1992PoorPoorGoodSatisfactory191095.1
May 1990FairFairGoodGood185097.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.77069848240
Deck
Reinforced Concrete Decksq. ft.6,2883,9612,32700
Substructure
Reinforced Concrete Pier Walllinear ft.5200466
Reinforced Concrete Abutmentlinear ft.104901400
Joints
Other Jointlinear ft.49391000
Bearings
Elastomeric Bearingeach2422200
Bridge Rail
Other Material Bridge Raillinear ft.262262000