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NFA H520 over TEN MILE CREEK

Map 

Coordinates:
+35.06194, -89.93306
35°03'43" N, 89°55'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA H520 over TEN MILE CREEK
Structure number:790B5660001
Location:OLD GETWELL RD - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:81.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201581.1Not deficientSatisfactorySatisfactoryGood1800
May 201378.1Not deficientSatisfactorySatisfactoryGood1800
June 201178.1Not deficientSatisfactorySatisfactoryGood1800
August 200978.1Not deficientSatisfactoryGoodGood1800
November 200778.1Not deficientSatisfactoryGoodGood1800
November 200578.1Not deficientSatisfactoryGoodGood1800
November 200378.1Not deficientSatisfactoryGoodGood1800
December 200165.7Functionally obsoleteSatisfactoryGoodGood8000
April 200065.7Functionally obsoleteSatisfactoryGoodGood8000
June 199865.7Functionally obsoleteSatisfactoryGoodGood8000
February 199665.7Functionally obsoleteSatisfactoryGoodGood8000
September 199369.6Functionally obsoleteSatisfactoryGoodGood8000
December 199169.6Functionally obsoleteSatisfactoryGoodGood8000