Share:

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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201581.1FairSatisfactorySatisfactoryGood-1800
May 201378.1FairSatisfactorySatisfactoryGood-1800
June 201178.1FairSatisfactorySatisfactoryGood-1800
August 200978.1FairSatisfactoryGoodGood-1800
November 200778.1FairSatisfactoryGoodGood-1800
November 200578.1FairSatisfactoryGoodGood-1800
November 200378.1FairSatisfactoryGoodGood-1800
December 200165.7FairSatisfactoryGoodGoodFO8000
April 200065.7FairSatisfactoryGoodGoodFO8000
June 199865.7FairSatisfactoryGoodGoodFO8000
February 199665.7FairSatisfactoryGoodGoodFO8000
September 199369.6FairSatisfactoryGoodGoodFO8000
December 199169.6FairSatisfactoryGoodGoodFO8000