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NFA 5139 over OVERFLOW

Map 

Coordinates:
+35.19333, -89.76639
35°11'36" N, 89°45'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA 5139 over OVERFLOW
Structure number:790X0070001
Location:ROCK CR. PKWY - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
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:200 [as of 2016]
Truck traffic:2% 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:90.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201590.1Not deficient---200
April 201390.1Not deficient---200
June 201190.1Not deficient---200
August 200990.1Not deficient---200
December 200777.0Not deficient---6250
October 200577.0Not deficient---4930
December 200377.0Not deficient---4780
January 200277.0Not deficient---4400
April 200077.0Not deficient---4850
May 199877.0Not deficient---9250
February 199690.1Not deficient---200