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FAU 5037 over KIRBY CREEK

Map 

Coordinates:
+35.03778, -89.83972
35°02'16" N, 89°50'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5037 over KIRBY CREEK
Structure number:79050370001
Location:ROSS RD-SHELBY CO.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:10.2 ft. [3.1 m]
Total length:22.6 ft. [6.9 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:6,460 [as of 2015]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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:98.9 tons [89.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.4

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201596.4Good7 out of 10-6460
May 201396.4Good7 out of 10-5990
June 201196.4Good7 out of 10-6560
August 200996.4Good7 out of 10-5980
October 200796.4Good7 out of 10-6010
November 200596.4Good7 out of 10-6280