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NFA A389 over ARMS CREEK

Map

Coordinates:
+35.62656, -88.16889
35°37'36" N, 88°10'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A389 over ARMS CREEK
Structure number:200A3890001
Location:1.1 MI SE JCT SR20&SR202
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:15°
Owner:County Highway Agency [02]
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:3
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:130 [as of 2019]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Fair6 out of 1013083.7
May 2016Good7 out of 1013086.0
June 2014Good7 out of 1013086.0
June 2012Good7 out of 1013086.0
August 2010Good7 out of 1013086.0
August 2008Good7 out of 1013086.0
August 2006Good7 out of 1013086.0
August 2004Good7 out of 1013085.0
November 2002Good7 out of 1013085.0
December 2000Good7 out of 1013088.0
May 1999Good7 out of 1013088.0
February 1997Good7 out of 1013088.0
November 1994Good7 out of 106097.0
April 1993Good7 out of 106097.0
January 1992Good7 out of 106097.0