NFA G676 over BRANCH


+35.02639, -90.00111
35°01'35" N, 90°00'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:NFA G676 over BRANCH
Structure number:790B1200001
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1969
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: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,090 [as of 2016]
Truck traffic:2% 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: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]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201599.9Good7 out of 10-1090
May 201396.9Good7 out of 10-1090
June 201196.9Good7 out of 10-1090
August 200996.9Good7 out of 10-1090
November 200796.9Good7 out of 10-1090
November 200596.9Good7 out of 10-1090
November 200396.9Good7 out of 10-1090
December 200196.9Good7 out of 10-1150
April 200096.9Good7 out of 10-1150
June 199896.9Good7 out of 10-1150
January 199696.9Good7 out of 10-1150
September 199396.9Good7 out of 10-1150
December 199196.9Good7 out of 10-1150