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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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201596.4Not deficientSatisfactorySatisfactorySatisfactory3800
May 201393.4Not deficientSatisfactorySatisfactorySatisfactory3800
June 201193.4Not deficientSatisfactorySatisfactorySatisfactory3800
August 200993.4Not deficientSatisfactorySatisfactorySatisfactory3800
November 200793.4Not deficientSatisfactorySatisfactorySatisfactory3800
November 200593.4Not deficientSatisfactorySatisfactorySatisfactory3800
November 200393.4Not deficientSatisfactorySatisfactorySatisfactory3800
December 200193.5Not deficientSatisfactorySatisfactorySatisfactory2860
April 200093.5Not deficientSatisfactorySatisfactorySatisfactory2860
June 199893.5Not deficientSatisfactorySatisfactorySatisfactory2860
February 199694.8Not deficientSatisfactorySatisfactorySatisfactory100
September 199394.8Not deficientSatisfactorySatisfactorySatisfactory30
December 199194.8Not deficientSatisfactorySatisfactorySatisfactory100