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NFA K418 over CYPRESS CREEK

Map

Coordinates:
+35.16472, -89.97694
35°09'53" N, 89°58'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NFA K418 over CYPRESS CREEK
Structure number:790B5100001
Location:DEVOY AVE - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:28.9 ft. [8.8 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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:200 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201589.0FairGoodGoodFair-200
May 201386.0FairGoodGoodFair-200
June 201186.0FairGoodGoodFair-200
August 200986.0FairGoodGoodFair-200
November 200797.0FairGoodGoodSatisfactory-200
November 200597.0GoodGoodGoodGood-200
November 200397.0GoodGoodGoodGood-200
December 200197.0GoodGoodGoodGood-200
April 200097.0GoodGoodGoodGood-200
June 199897.0GoodGoodGoodGood-200
February 199697.0FairSatisfactorySatisfactorySatisfactory-200
September 199397.0GoodGoodGoodGood-200
December 199197.0GoodGoodGoodGood-200