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NFA A371 over DAWSON CREEK

Map

Coordinates:
+36.41680, -87.29512
36°25'00" N, 87°17'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A371 over DAWSON CREEK
Structure number:630A3710001
Location:2.5 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:40.0 ft. [12.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1991
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2017]
Truck traffic:2% of total traffic
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 minimum criteria [6]
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:94.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good8 out of 104094.8
January 2015Good8 out of 104097.0
January 2013Good8 out of 104097.0
January 2011Good8 out of 104097.0
January 2009Good8 out of 104099.0
January 2007Good8 out of 104099.0
April 2005Good8 out of 104099.0
July 2003Good8 out of 104099.0
July 2001Good8 out of 104099.0
July 1999Good8 out of 104099.0
April 1997Good8 out of 105099.0
March 1995Good8 out of 105099.0
February 1993Good8 out of 105099.0
September 1991Good8 out of 105099.0