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NFA L022 over NONCONNAH CREEK

Map

Coordinates:
+35.07783, -89.90211
35°04'40" N, 89°54'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:730 [as of 2018]
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:87.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodVery GoodGood73087.1
June 2015GoodGoodVery GoodGood73087.1
May 2013GoodGoodVery GoodGood73087.1
July 2011GoodGoodVery GoodGood73087.1
July 2009FairSatisfactoryVery GoodGood73087.1
August 2007FairSatisfactoryVery GoodGood73085.1
July 2005FairSatisfactoryVery GoodGood73085.1
August 2003GoodGoodVery GoodGood73085.1