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SR 264 over RELIEF(ABANDONED RR)

Map

Coordinates:
+39.12917, -84.60583
39°07'45" N, 84°36'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 264 over RELIEF(ABANDONED RR)
Structure number:3111547
Location:5.9 MI W OF IR 75
Purpose:Carries highway over relief for waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1977
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: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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,331 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201679.0FairSatisfactoryGoodSatisfactoryFO16331
July 201578.1FairSatisfactoryGoodSatisfactoryFO23940
September 201478.1FairSatisfactoryGoodSatisfactoryFO23940
October 201378.1FairSatisfactoryGoodSatisfactoryFO23940
November 201278.1FairSatisfactoryGoodSatisfactoryFO23940
August 201178.1FairSatisfactoryGoodSatisfactoryFO23940
October 201077.9FairSatisfactoryGoodSatisfactoryFO25794
August 200977.9FairSatisfactoryGoodSatisfactoryFO25794
October 200877.9FairSatisfactoryGoodSatisfactoryFO25794
November 200777.9FairSatisfactorySatisfactorySatisfactoryFO25794
October 200678.5FairSatisfactorySatisfactorySatisfactoryFO21071
August 200578.5GoodGoodGoodGoodFO21071
December 200478.5GoodGoodGoodGoodFO21071
December 200378.5GoodVery GoodVery GoodGoodFO21071
September 200278.5FairSatisfactoryGoodGoodFO21071
December 200178.5FairSatisfactoryGoodGoodFO21071
December 200078.5FairSatisfactoryGoodGoodFO21071
August 199978.5FairSatisfactoryGoodGoodFO21071
September 199878.5FairSatisfactoryGoodGoodFO21071
May 199778.5FairSatisfactoryGoodGoodFO21071
May 199678.5GoodGoodGoodGoodFO21071
December 199480.7GoodGoodGoodGood-25018
December 199280.7GoodGoodGoodGood-25018
October 199180.7GoodGoodVery GoodGood-25018
December 199080.7GoodGoodVery GoodGood-25018

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,4041,34450100
Deck
Reinforced Concrete Decksq. ft.9,4128,80061200
Wearing Surfacessq. ft.7,8003,9003,90000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.7777000
Reinforced Concrete Abutmentlinear ft.154787600
Reinforced Concrete Pier Caplinear ft.7772500
Joints
Assembly without Seal Jointlinear ft.120012000
Bearings
Movable Bearingeach2719620
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.31215615600