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NFA L022 over NONCONNAH CREEK

Map 

Coordinates:
+35.07778, -89.90194
35°04'40" N, 89°54'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA L022 over NONCONNAH CREEK
Structure number:790L0220001
Location:THOUSAND OAKS BLVD-MEM
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:129.9 ft. [39.6 m]
Total length:255.9 ft. [78.0 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2003
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:730 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:87.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201587.1Not deficientGoodVery GoodGood730
May 201387.1Not deficientGoodVery GoodGood730
July 201187.1Not deficientGoodVery GoodGood730
July 200987.1Not deficientSatisfactoryVery GoodGood730
August 200785.1Not deficientSatisfactoryVery GoodGood730
July 200585.1Not deficientSatisfactoryVery GoodGood730
August 200385.1Not deficientGoodVery GoodGood730