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NFA A262 over WHITES CREEK

Map

Coordinates:
+35.50128, -88.07283
35°30'05" N, 88°04'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A262 over WHITES CREEK
Structure number:200A2620001
Location:4.7 NE JCT SR69&SR114
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:48.6 ft. [14.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2019]
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 minimum criteria [6]
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: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]
Sufficiency rating:97.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Good7 out of 102097.0
May 2016Good8 out of 102097.0
June 2014Good8 out of 102097.0
June 2012Good8 out of 102097.0
August 2010Good8 out of 102097.0
August 2008Good8 out of 102097.0
August 2006Good8 out of 102097.0
August 2004Good8 out of 102097.0
November 2002Good8 out of 102099.0
February 2002Good8 out of 102099.0
December 2000PoorN out of 102021.4
May 1999PoorN out of 102021.4
February 1997PoorN out of 102019.4
November 1994PoorN out of 103019.3
April 1993PoorN out of 103019.3
January 1992PoorN out of 103033.7