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FAP 4 over NONCONNAH CREEK

Map

Coordinates:
+35.07772, -89.95242
35°04'40" N, 89°57'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 4 over NONCONNAH CREEK
Structure number:79SR0040015
Location:IN MEMPHIS CITY LIMITS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:73.2 ft. [22.3 m]
Total length:294.0 ft. [89.6 m]
Roadway width between curbs:79.7 ft. [24.3 m]
Deck width edge-to-edge:95.1 ft. [29.0 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:35,730 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:55.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,977,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016PoorSatisfactorySatisfactoryPoor3573055.0
June 2015FairSatisfactoryFairFair3573071.0
May 2013FairSatisfactoryFairFair3379071.0
June 2011FairSatisfactoryFairFair3381071.0
July 2009FairSatisfactoryFairFair3298071.0
July 2007FairGoodFairSatisfactory3435071.0
July 2005FairGoodSatisfactorySatisfactory3833081.0
July 2003FairGoodSatisfactorySatisfactory3889081.0
August 2001FairGoodSatisfactorySatisfactory3598081.0
September 1999FairGoodSatisfactorySatisfactory3643081.0
February 1998FairGoodSatisfactorySatisfactory5101071.6
September 1995FairGoodSatisfactorySatisfactory5275071.6
August 1993PoorFairSatisfactoryPoor4606043.6
December 1991PoorFairSatisfactoryPoor4463043.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,6884,679900
Deck
Reinforced Concrete Decksq. ft.28,06928,0531600
Substructure
Reinforced Concrete Columneach62310
Reinforced Concrete Abutmentlinear ft.192192000
Reinforced Concrete Pier Caplinear ft.281280100
Joints
Strip Seal Jointlinear ft.9609600
Bearings
Elastomeric Bearingeach8080000
Bridge Rail
Other Material Bridge Raillinear ft.574574000