+35.18331, -89.72561
35°10'60" N, 89°43'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA L004 over GRAYS CREEK
Structure number:790A6970003
Location:PISGAH RD 1.5 M S SR 15
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,730 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:79.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,180,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood273079.2
May 2015GoodGoodGoodGood273079.2
May 2013GoodGoodGoodGood273079.2
June 2011GoodGoodGoodGood273079.2
August 2009GoodGoodGoodGood273079.2
December 2007GoodGoodGoodGood273079.2
November 2005GoodGoodGoodGood273079.2
December 2003GoodGoodGoodGood273079.2
January 2002GoodGoodGoodGood96090.0
May 2000GoodGoodGoodGood96089.0
July 1998GoodGoodGoodGood96092.0
June 1998GoodVery GoodVery GoodVery Good140090.7
January 1996GoodVery GoodVery GoodVery Good140090.7
July 1994GoodVery GoodVery GoodVery Good150096.3
September 1993FairFairFairSatisfactory159063.6
December 1991FairFairFairSatisfactory126063.9