+35.13111, -89.85917
35°07'52" N, 89°51'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:79S82080001
Location:0.5 MI. EAST OF I-240 JCT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:17.7 ft. [5.4 m]
Total length:35.1 ft. [10.7 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:2008
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: March 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,310 [as of 2017]
Truck traffic:4% 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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.6

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201784.6Good7 out of 10-6310
April 201584.6Good7 out of 10-6310
April 201384.6Good7 out of 10-6310
May 201183.6Good7 out of 10-6310
June 200983.6Good7 out of 10-6310
December 200884.6Good7 out of 10-6310
October 200754.8FairN out of 10FO6310
September 200551.0FairN out of 10FO67170
October 200351.0FairN out of 10FO55510
November 200151.0FairN out of 10FO58610
March 200051.0FairN out of 10FO55560
June 199851.0FairN out of 10FO43040
April 199851.0FairN out of 10FO56450
November 199576.0FairN out of 10-40030
October 199376.0FairN out of 10-33900
December 199176.0FairN out of 10-37390