NFA L006 over BRANCH


+35.15833, -89.81500
35°09'30" N, 89°48'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:NFA L006 over BRANCH
Structure number:790L0060001
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:8.2 ft. [2.5 m]
Total length:26.2 ft. [8.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:Not applicable [N]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,260 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:80.3

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201580.3Good7 out of 10-1260
February 201380.3Good7 out of 10-1260
June 201180.3Good7 out of 10-1260
August 200980.3Good7 out of 10-1260
December 200780.3Good7 out of 10-1260
October 200580.3Good7 out of 10-1260
December 200380.3Good7 out of 10-1260
January 200277.0Good7 out of 10-2000
May 200077.0Good8 out of 10-2000
June 199877.0Good8 out of 10-2000