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SR-1 over E.FIFTH AVE/I40 WB-RP 1A

Map 

Coordinates:
+35.97583, -83.91889
35°58'33" N, 83°55'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-1 over E.FIFTH AVE/I40 WB-RP 1A
Structure number:47I00400201
Location:IN KNOXVILLE @ I40 EXCH
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.5 ft. [15.1 m]
Total length:127.6 ft. [38.9 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:72.5 ft. [22.1 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2007
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:6,890 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:74.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$484,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201474.7Not deficientVery GoodVery GoodVery Good6890
December 201274.7Not deficientVery GoodVery GoodVery Good6890
January 201174.7Not deficientVery GoodVery GoodVery Good6890
May 200974.7Not deficientExcellentExcellentExcellent6890