I275 RL over I275-RL / WOODLAND AVE.


+35.98111, -83.93778
35°58'52" N, 83°56'16" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I275 RL over I275-RL / WOODLAND AVE.
Structure number:47I02750007
Location:1.3 M NE OF SR33
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:41.3 ft. [12.6 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:59,150 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
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 not over waterway. [N]
Operating rating:64.4 tons [58.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:66.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$452,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201666.0FairGoodSatisfactoryFairFO59150
December 201466.0FairGoodSatisfactoryFairFO57020
December 201266.0FairGoodSatisfactoryFairFO57320
January 201166.0FairGoodSatisfactoryFairFO58140
December 200866.0FairGoodSatisfactoryFairFO57610
November 200666.0FairSatisfactorySatisfactoryFairFO55450
November 200466.0FairSatisfactorySatisfactoryFairFO59660
September 200277.0FairSatisfactorySatisfactorySatisfactoryFO60970
September 200078.0FairSatisfactorySatisfactorySatisfactoryFO54130
December 199878.0FairSatisfactorySatisfactorySatisfactoryFO55820
September 199667.0FairSatisfactoryFairSatisfactoryFO55500
November 199467.0FairSatisfactoryFairSatisfactoryFO54720
August 199278.0FairSatisfactorySatisfactoryGoodFO42900
October 199078.0FairSatisfactorySatisfactoryGoodFO42900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Closed Web/Box Girderlinear ft.9429024000
Reinforced Concrete Decksq. ft.6,6876,56712000
Reinforced Concrete Columneach95400
Reinforced Concrete Abutmentlinear ft.98881000
Reinforced Concrete Pier Caplinear ft.1481133050
Movable Bearingeach4836840
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.315315000