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HAYDEN RUN RD over SCIOTO RIVER(HAYDEN RUN)

Map

Coordinates:
+40.06833, -83.10833
40°04'06" N, 83°06'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAYDEN RUN RD over SCIOTO RIVER(HAYDEN RUN)
Structure number:2534681
Location:JUST WEST OF U.S.33
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:222.1 ft. [67.7 m]
Total length:800.9 ft. [244.1 m]
Roadway width between curbs:59.7 ft. [18.2 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,377 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201691.7GoodGoodGoodGood-19377
December 201588.6GoodGoodGoodGood-27550
February 201588.6GoodGoodGoodGood-27550
November 201370.1GoodGoodGoodGood-27550
April 201270.1GoodGoodGoodGood-27550
November 201170.1GoodGoodGoodGood-27550
September 201070.1GoodGoodGoodGood-27550
May 200970.1GoodGoodGoodGood-27550
May 200868.9FairFairGoodGood-27550
December 200770.1GoodGoodVery GoodVery Good-27550
January 200770.1GoodGoodVery GoodVery Good-27550
October 200570.1GoodGoodVery GoodVery Good-27550
September 200470.1GoodGoodVery GoodVery Good-27550
October 200370.1GoodGoodVery GoodVery Good-27550
October 200270.1GoodGoodVery GoodVery Good-27550
November 200170.1GoodGoodVery GoodVery Good-27550
October 200070.1GoodGoodVery GoodVery Good-27550
November 199970.1GoodGoodVery GoodVery Good-27550
December 199870.1GoodGoodVery GoodVery Good-27550
December 199670.1GoodGoodVery GoodVery Good-27550
December 199571.9GoodGoodVery GoodVery Good-23764
December 199471.9GoodGoodVery GoodVery Good-23764
December 199371.9Good-Very GoodVery Good-23764
October 199271.9GoodGoodVery GoodVery Good-23764
December 199172.5GoodGoodVery GoodVery Good-22400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.5,5765,462100140
Deck
Reinforced Concrete Decksq. ft.53,34752,84650100
Wearing Surfacessq. ft.47,74047,24050000
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Pier Walllinear ft.195195000
Reinforced Concrete Abutmentlinear ft.148148000
Reinforced Concrete Pier Caplinear ft.195195000
Joints
Assembly without Seal Jointlinear ft.134134000
Bearings
Pot Bearingeach3533200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,6021,5178500