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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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,480 [as of 2017]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201695.1GoodGoodGoodGood-1480
June 201495.1GoodGoodGoodGood-1480
June 201295.1GoodGoodGoodGood-1480
June 201095.1GoodGoodGoodGood-1480
July 200895.1GoodGoodGoodGood-1480
September 200795.1GoodGoodGoodGood-1480
June 200695.1GoodGoodGoodGood-1480
July 200495.1FairSatisfactoryGoodGood-1480
April 200295.1FairSatisfactoryGoodGood-1480
March 200096.2FairSatisfactoryGoodGood-1000
June 199896.2FairSatisfactoryGoodGood-1000
May 199694.1FairSatisfactoryGoodGood-1000
October 199494.2FairSatisfactoryGoodGood-1000