NFA A206 over BRANCH


+35.09106, -89.76825
35°05'28" N, 89°46'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A206 over BRANCH
Structure number:790A2000001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1978
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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:360 [as of 2018]
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 10360100.0
May 2015Good7 out of 10360100.0
May 2013Good7 out of 1036097.0
June 2011Fair6 out of 1036097.0
August 2009Fair6 out of 1036097.0
November 2007Fair6 out of 1036097.0
November 2005Fair6 out of 1036097.0
October 2003Fair6 out of 1036097.0
November 2001Fair6 out of 1098093.2
April 2000Fair6 out of 1098093.2
June 1998Fair6 out of 1098093.2
January 1996Good7 out of 1098096.9
September 1993Good7 out of 1098096.9
December 1991Good7 out of 1098096.9