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NFA K439 over CYPRESS CREEK

Map

Coordinates:
+35.16111, -89.97250
35°09'40" N, 89°58'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NFA K439 over CYPRESS CREEK
Structure number:790B6460001
Location:MEAGHER ST - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:37.7 ft. [11.5 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
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:3,800 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:31.7 tons [28.8 metric tons]
Sufficiency rating:96.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201596.4FairSatisfactorySatisfactorySatisfactory-3800
May 201393.4FairSatisfactorySatisfactorySatisfactory-3800
June 201193.4FairSatisfactorySatisfactorySatisfactory-3800
August 200993.4FairSatisfactorySatisfactorySatisfactory-3800
November 200793.4FairSatisfactorySatisfactorySatisfactory-3800
November 200593.4FairSatisfactorySatisfactorySatisfactory-3800
November 200393.4FairSatisfactorySatisfactorySatisfactory-3800
December 200193.5FairSatisfactorySatisfactorySatisfactory-2860
April 200093.5FairSatisfactorySatisfactorySatisfactory-2860
June 199893.5FairSatisfactorySatisfactorySatisfactory-2860
February 199694.8FairSatisfactorySatisfactorySatisfactory-100
September 199394.8FairSatisfactorySatisfactorySatisfactory-30
December 199194.8FairSatisfactorySatisfactorySatisfactory-100