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NFA A056 over TEN MILE CREEK

Map 

Coordinates:
+35.93250, -84.06306
35°55'57" N, 84°03'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA A056 over TEN MILE CREEK
Structure number:470A0560001
Location:.6 M N OF I40-WALKER SPRG
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.4 ft. [5.0 m]
Total length:33.5 ft. [10.2 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:4,120 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [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:99.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201499.4Not deficient---4120
May 201299.4Not deficient---4120
May 201099.4Not deficient---4120
May 200899.4Not deficient---4120
May 200699.4Not deficient---4120
May 200499.4Not deficient---4120
February 200291.5Not deficient---30
May 200076.5Not deficient---30
June 199872.5Functionally obsolete---30
April 199672.5Functionally obsolete---30
June 199472.5Functionally obsolete---30
March 199272.5Functionally obsolete---30
May 199072.5Functionally obsolete---30