Share:

NFA A033 over W. CHURCH AVE / 5 RTS

Map 

Coordinates:
+35.96389, -83.91528
35°57'50" N, 83°54'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA A033 over W. CHURCH AVE / 5 RTS
Structure number:47SR1580037
Location:DOWNTOWN KNOXVILLE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:99.7 ft. [30.4 m]
Total length:562.7 ft. [171.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:2,780 [as of 2015]
Truck traffic:2% 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:Equal to present minimum criteria [6]
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:71.3 tons [64.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201495.6Not deficientVery GoodVery GoodVery Good2780
June 201295.6Not deficientVery GoodVery GoodVery Good2780
June 201095.6Not deficientVery GoodVery GoodVery Good2780
July 200895.6Not deficientVery GoodVery GoodVery Good2780
August 200795.6Not deficientVery GoodVery GoodVery Good2780
July 20062.0Structurally deficientSeriousCriticalSerious2780
July 20042.0Structurally deficientSeriousCriticalSerious2780
June 20022.0Structurally deficientPoorSeriousPoor2780
June 20002.0Structurally deficientPoorSeriousPoor20000
April 19980.0Not applicable---8000
July 199631.4Structurally deficientPoorPoorPoor20000
June 199430.8Structurally deficientPoorPoorPoor20000
March 199230.8Structurally deficientPoorPoorPoor20000
May 199030.8Structurally deficientPoorPoorPoor20000