RAMP US22E - IR71N over RAMP=US22*E(S3*N)-I71*N


+39.10889, -84.50194
39°06'32" N, 84°30'07" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP US22E - IR71N over RAMP=US22*E(S3*N)-I71*N
Structure number:3106659
Location:.2 MI S OF US 22 GILBERT
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:122.1 ft. [37.2 m]
Total length:301.9 ft. [92.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1976
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:3
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,390 [as of 2011]
Truck traffic:6% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:73.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201673.9GoodGoodGoodGoodFO8390
September 201573.9FairSatisfactoryGoodGoodFO8390
September 201473.9FairSatisfactoryGoodGoodFO8390
November 201373.9FairSatisfactoryGoodGoodFO8390
November 201274.8FairSatisfactoryGoodGoodFO1290
October 201174.8FairSatisfactoryGoodGoodFO1290
November 201074.8FairSatisfactoryGoodGoodFO1290
September 200974.8FairSatisfactoryGoodGoodFO1290
December 200874.8FairSatisfactoryGoodGoodFO1290
October 200774.8FairSatisfactoryGoodGoodFO1290
November 200674.8FairSatisfactoryVery GoodVery GoodFO1290
December 200574.8GoodGoodVery GoodVery GoodFO1290
September 200474.8GoodGoodVery GoodVery GoodFO1290
November 200374.8GoodGoodVery GoodVery GoodFO1290
October 200274.8GoodVery GoodVery GoodVery GoodFO1290
December 200178.9GoodVery GoodVery GoodVery GoodFO1000
August 200074.9FairSatisfactoryGoodGoodFO1000
October 199974.9GoodGoodGoodGoodFO1000
March 199874.9GoodGoodGoodGoodFO1000
March 199674.9FairSatisfactorySatisfactoryGoodFO1000
February 199563.9FairSatisfactoryFairGoodFO1000
March 199463.9FairSatisfactoryFairGoodFO1000
February 199363.9FairSatisfactoryFairGoodFO1000
December 199174.9FairSatisfactoryGoodGoodFO1000
March 199174.9GoodGoodGoodGoodFO1000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,9001,900000
Reinforced Concrete Decksq. ft.8,8848,38450000
Wearing Surfacessq. ft.7,2486,74850000
Steel Floor Beamlinear ft.6060000
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.9490400
Reinforced Concrete Pier Caplinear ft.6060000
Strip Seal Jointlinear ft.9090000
Movable Bearingeach1715200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6045545000