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 2014 

Status:Open, no restriction [A]
Average daily traffic:57,020 [as of 2014]
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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
December 201466.0Functionally obsoleteGoodSatisfactoryFair57020
December 201266.0Functionally obsoleteGoodSatisfactoryFair57320
January 201166.0Functionally obsoleteGoodSatisfactoryFair58140
December 200866.0Functionally obsoleteGoodSatisfactoryFair57610
November 200666.0Functionally obsoleteSatisfactorySatisfactoryFair55450
November 200466.0Functionally obsoleteSatisfactorySatisfactoryFair59660
September 200277.0Functionally obsoleteSatisfactorySatisfactorySatisfactory60970
September 200078.0Functionally obsoleteSatisfactorySatisfactorySatisfactory54130
December 199878.0Functionally obsoleteSatisfactorySatisfactorySatisfactory55820
September 199667.0Functionally obsoleteSatisfactoryFairSatisfactory55500
November 199467.0Functionally obsoleteSatisfactoryFairSatisfactory54720
August 199278.0Functionally obsoleteSatisfactorySatisfactoryGood42900
October 199078.0Functionally obsoleteSatisfactorySatisfactoryGood42900