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FAU 2818 over SWEETBRIER CREEK

Map 

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

Facts 

Name:FAU 2818 over SWEETBRIER CREEK
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:6,310 [as of 2016]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201584.6Not deficient---6310
April 201384.6Not deficient---6310
May 201183.6Not deficient---6310
June 200983.6Not deficient---6310
December 200884.6Not deficient---6310
October 200754.8Functionally obsoleteFairSatisfactoryFair6310
September 200551.0Functionally obsoleteFairSatisfactoryFair67170
October 200351.0Functionally obsoleteFairSatisfactoryFair55510
November 200151.0Functionally obsoleteFairSatisfactoryFair58610
March 200051.0Functionally obsoleteFairSatisfactoryFair55560
April 199851.0Functionally obsoleteFairSatisfactoryFair56450
June 199851.0Functionally obsoleteFairGoodFair43040
November 199576.0Not deficientSatisfactoryGoodSatisfactory40030
October 199376.0Not deficientSatisfactoryGoodSatisfactory33900
December 199176.0Not deficientSatisfactoryGoodSatisfactory37390