Share:

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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201572.5Not deficientSatisfactoryGoodSatisfactory1580
May 201369.5Not deficientSatisfactoryGoodSatisfactory1580
June 201169.5Not deficientSatisfactoryGoodSatisfactory1580
August 200969.5Not deficientSatisfactorySatisfactorySatisfactory1580
November 200769.5Not deficientSatisfactorySatisfactorySatisfactory1580
November 200569.5Not deficientSatisfactorySatisfactorySatisfactory1580
November 200369.5Not deficientSatisfactorySatisfactorySatisfactory1580
December 200181.2Not deficientSatisfactorySatisfactorySatisfactory320
April 200081.2Not deficientSatisfactorySatisfactorySatisfactory320
June 199881.2Not deficientSatisfactorySatisfactorySatisfactory320
January 199681.2Not deficientSatisfactorySatisfactorySatisfactory320
September 199381.9Not deficientSatisfactorySatisfactorySatisfactory320
December 199181.9Not deficientSatisfactorySatisfactorySatisfactory320