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SR14 over CSX RR WEST OF WALKER AV

Map

Coordinates:
+41.44722, -81.62611
41°26'50" N, 81°37'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR14 over CSX RR WEST OF WALKER AV
Structure number:1801627
Location:APPROX 3000FT N WARNER RD
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:30.8 ft. [9.4 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:41.7 ft. [12.7 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Owner:State Highway Agency [01]
Year built:1910
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,723 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:68.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201668.3FairVery GoodSatisfactoryFairFO11723
December 201568.3FairVery GoodSatisfactoryFairFO11777
December 201468.3FairVery GoodSatisfactoryFairFO11777
November 201368.3FairVery GoodSatisfactoryFairFO11777
September 201268.3FairVery GoodSatisfactoryFairFO11777
October 201168.3FairVery GoodSatisfactoryFairFO11777
November 201067.3FairVery GoodSatisfactoryFairFO18485
December 200967.3FairSatisfactorySatisfactoryFairFO18485
December 200867.3FairSatisfactorySatisfactoryFairFO18485
October 200767.3FairSatisfactorySatisfactoryFairFO18485
August 200667.3FairSatisfactorySatisfactoryFairFO18485
August 200567.3FairSatisfactorySatisfactoryFairFO18485
September 200467.5FairSatisfactorySatisfactoryFairFO17309
August 200278.1FairGoodSatisfactorySatisfactoryFO24100
June 200078.1FairGoodSatisfactorySatisfactoryFO24100
August 199978.1FairGoodSatisfactorySatisfactoryFO24100
August 199878.1FairGoodSatisfactorySatisfactoryFO24100
August 199778.1FairGoodSatisfactorySatisfactoryFO24100
November 199678.1FairGoodSatisfactorySatisfactoryFO24100
August 199578.7FairGoodSatisfactorySatisfactoryFO24100
June 199467.2FairGoodSatisfactoryFairFO24100
May 199379.7FairGoodSatisfactorySatisfactoryFO13270
June 199279.7FairGoodSatisfactorySatisfactoryFO13270
May 199179.7FairGoodSatisfactorySatisfactoryFO13270

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Wearing Surfacessq. ft.1,6641,49816600
Superstructure
Reinforced Concrete Archlinear ft.40201820
Substructure
Reinforced Concrete Abutmentlinear ft.905522130
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4040000