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SUNFLOWER RD over BRUSH CREEK

Map

Coordinates:
+40.74716, -80.20401
40°44'50" N, 80°12'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SUNFLOWER RD over BRUSH CREEK
Structure number:000000000003574
Old structure number:040068051028350 (from 1992 edition)
Location:100'S.W.OF TURNPIKE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:2010
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: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,696 [as of 2018]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 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:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$286,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairVery GoodGoodFair469667.7
July 2016FairVery GoodGoodFair481967.6
July 2014FairVery GoodGoodFair487967.6
July 2012FairExcellentGoodSatisfactory471479.4
July 2010FairExcellentGoodSatisfactory474179.4
August 2008PoorPoorSatisfactoryFair474162.5
August 2006PoorPoorSatisfactoryFair492656.9
July 2004FairSatisfactoryGoodFair486860.0
July 2002FairSatisfactoryGoodFair506959.6
July 2000FairSatisfactoryGoodFair501959.6
July 1998FairSatisfactoryGoodFair492161.9
July 1996FairSatisfactoryGoodFair471867.7
July 1994FairSatisfactoryGoodFair419868.2
July 1992FairSatisfactoryGoodFair414868.3

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.378378000
Deck
Reinforced Concrete Decksq. ft.3,2673,267000
Substructure
Reinforced Concrete Pier Walllinear ft.3636000
Reinforced Concrete Abutmentlinear ft.6868000
Joints
Strip Seal Jointlinear ft.101101000
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.195195000