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NFA A338 over WALL BRANCH

Map

Coordinates:
+36.50028, -87.27823
36°30'01" N, 87°16'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A338 over WALL BRANCH
Structure number:630A3380001
Location:8.5 M. N. SOUTHSIDE.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,030 [as of 2017]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$316,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Fair5 out of 10103067.4
January 2015Fair5 out of 10103067.4
January 2013Fair5 out of 10103067.4
February 2011Good7 out of 10103078.5
January 2009Good7 out of 10103079.5
January 2007Good7 out of 10103082.5
April 2005Good7 out of 10103082.5
August 2003Good7 out of 10103082.5
August 2001Good7 out of 1091082.6
August 1999Good8 out of 1091082.6
March 1997Good8 out of 1020094.4
March 1995Good8 out of 1020093.9
February 1993Good8 out of 1020093.9
February 1991Good8 out of 1020093.9