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NFA H506 over DAYS CREEK

Map

Coordinates:
+35.06528, -89.99306
35°03'55" N, 89°59'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NFA H506 over DAYS CREEK
Structure number:790B5550001
Location:DIRECTORS RD. - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:60.4 ft. [18.4 m]
Deck width edge-to-edge:73.5 ft. [22.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
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:2,620 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 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: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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201598.8FairGoodGoodSatisfactory-2620
May 201395.8FairSatisfactorySatisfactorySatisfactory-2620
June 201195.8FairSatisfactorySatisfactorySatisfactory-2620
August 200995.8FairSatisfactorySatisfactorySatisfactory-2620
November 200795.8FairSatisfactorySatisfactorySatisfactory-2620
November 200595.8FairSatisfactorySatisfactorySatisfactory-2620
November 200395.8FairSatisfactorySatisfactorySatisfactory-2620
December 200184.3FairSatisfactorySatisfactoryFair-6500
April 200068.1PoorSatisfactorySatisfactoryPoorSD6500
June 199868.1PoorSatisfactorySatisfactoryPoorSD6500
January 199695.4FairSatisfactorySatisfactorySatisfactory-6500
September 199396.5FairSatisfactoryGoodGood-6500
December 199196.5FairSatisfactoryGoodGood-6500