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NFA K008 over WHITE STATION CREEK

Map

Coordinates:
+35.15000, -89.89167
35°08'60" N, 89°53'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NFA K008 over WHITE STATION CREEK
Structure number:790B6770001
Location:OLD SUMMER RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1953
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,580 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
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:26.7 tons [24.3 metric tons]
Sufficiency rating:72.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$676,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201572.5FairSatisfactoryGoodSatisfactory-1580
May 201369.5FairSatisfactoryGoodSatisfactory-1580
June 201169.5FairSatisfactoryGoodSatisfactory-1580
August 200969.5FairSatisfactorySatisfactorySatisfactory-1580
November 200769.5FairSatisfactorySatisfactorySatisfactory-1580
November 200569.5FairSatisfactorySatisfactorySatisfactory-1580
November 200369.5FairSatisfactorySatisfactorySatisfactory-1580
December 200181.2FairSatisfactorySatisfactorySatisfactory-320
April 200081.2FairSatisfactorySatisfactorySatisfactory-320
June 199881.2FairSatisfactorySatisfactorySatisfactory-320
January 199681.2FairSatisfactorySatisfactorySatisfactory-320
September 199381.9FairSatisfactorySatisfactorySatisfactory-320
December 199181.9FairSatisfactorySatisfactorySatisfactory-320