I275 RP 5-D over I275 RMP 5D/ 7 RTS-RR-CK


+35.96583, -83.92611
35°57'57" N, 83°55'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I275 RP 5-D over I275 RMP 5D/ 7 RTS-RR-CK
Structure number:47I02750033
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:179.5 ft. [54.7 m]
Total length:1805.5 ft. [550.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1986
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:14
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016 

Status:Open, no restriction [A]
Average daily traffic:62,570 [as of 2015]
Truck traffic:9% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201682.4Functionally obsoleteGoodGoodGood62570
December 201482.7Functionally obsoleteGoodGoodGood59920
December 201282.8Functionally obsoleteGoodGoodGood59610
January 201182.6Functionally obsoleteGoodGoodGood60610
December 200882.7Functionally obsoleteGoodGoodGood59790
November 200683.2Functionally obsoleteGoodGoodGood55650
November 200482.7Functionally obsoleteGoodGoodGood60120
September 200284.6Not deficientGoodGoodGood62790
September 200085.2Not deficientGoodGoodGood57140
October 199884.5Not deficientGoodGoodGood63780
November 199685.8Not deficientGoodGoodGood50490