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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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201598.8Not deficientGoodGoodSatisfactory2620
May 201395.8Not deficientSatisfactorySatisfactorySatisfactory2620
June 201195.8Not deficientSatisfactorySatisfactorySatisfactory2620
August 200995.8Not deficientSatisfactorySatisfactorySatisfactory2620
November 200795.8Not deficientSatisfactorySatisfactorySatisfactory2620
November 200595.8Not deficientSatisfactorySatisfactorySatisfactory2620
November 200395.8Not deficientSatisfactorySatisfactorySatisfactory2620
December 200184.3Not deficientSatisfactorySatisfactoryFair6500
April 200068.1Structurally deficientSatisfactorySatisfactoryPoor6500
June 199868.1Structurally deficientSatisfactorySatisfactoryPoor6500
January 199695.4Not deficientSatisfactorySatisfactorySatisfactory6500
September 199396.5Not deficientSatisfactoryGoodGood6500
December 199196.5Not deficientSatisfactoryGoodGood6500