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NFA A191 over SECOND CREEK

Map 

Coordinates:
+35.96444, -83.92611
35°57'52" N, 83°55'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA A191 over SECOND CREEK
Structure number:470A1910001
Location:GRAN AVENUE IN KNOXVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.0 ft. [13.4 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:1,480 [as of 2015]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:95.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201495.1Not deficientGoodGoodGood1480
June 201295.1Not deficientGoodGoodGood1480
June 201095.1Not deficientGoodGoodGood1480
July 200895.1Not deficientGoodGoodGood1480
September 200795.1Not deficientGoodGoodGood1480
June 200695.1Not deficientGoodGoodGood1480
July 200495.1Not deficientSatisfactoryGoodGood1480
April 200295.1Not deficientSatisfactoryGoodGood1480
March 200096.2Not deficientSatisfactoryGoodGood1000
June 199896.2Not deficientSatisfactoryGoodGood1000
May 199694.1Not deficientSatisfactoryGoodGood1000
October 199494.2Not deficientSatisfactoryGoodGood1000