NFA A395 over BRANCH


+35.70786, -89.09367
35°42'28" N, 89°05'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A395 over BRANCH
Structure number:170A3950001
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1987
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:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:290 [as of 2019]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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
June 2018Good7 out of 1029097.0
July 2016Good7 out of 1029097.0
August 2014Good7 out of 1029097.0
August 2012Good7 out of 1029097.0
October 2010Good7 out of 1029097.0
September 2008Good7 out of 1029097.0
October 2006Good7 out of 1029097.0
February 2005Good7 out of 1029097.0
March 2003Good7 out of 1029097.0
March 2001Good7 out of 1029097.0
July 1999Good7 out of 10290100.0
May 1997Good7 out of 10290100.0
March 1995Good7 out of 10100100.0
May 1993Good7 out of 10100100.0
March 1992Good7 out of 10100100.0
February 1990Good7 out of 10100100.0