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NFA A012 over BASCOMB ELDRIDGE CREEK

Map

Coordinates:
+36.49703, -87.59040
36°29'49" N, 87°35'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A012 over BASCOMB ELDRIDGE CREEK
Structure number:630A0120001
Location:LEWIS ATKINS RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2001
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: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2019]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2018Good8 out of 102099.0
December 2016Good8 out of 102099.0
December 2014Good8 out of 102099.0
December 2012Good8 out of 102099.0
December 2010Good8 out of 102099.0
December 2008Good8 out of 102099.0
December 2006Good8 out of 102099.0
March 2005Good8 out of 102099.0
July 2003Good8 out of 102099.0
August 2001Good8 out of 102099.0
June 1999FairN out of 102062.8
March 1997FairN out of 1010062.7
February 1995FairN out of 1010061.7
March 1993FairN out of 1010051.3