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FAP 4 over NONCONNAH CREEK

Map

Coordinates:
+35.07750, -89.95222
35°04'39" N, 89°57'08" 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]
Operating rating:72.3 tons [65.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201655.0PoorSatisfactorySatisfactoryPoorSD35730
June 201571.0FairSatisfactoryFairFair-35730
May 201371.0FairSatisfactoryFairFair-33790
June 201171.0FairSatisfactoryFairFair-33810
July 200971.0FairSatisfactoryFairFair-32980
July 200771.0FairGoodFairSatisfactory-34350
July 200581.0FairGoodSatisfactorySatisfactory-38330
July 200381.0FairGoodSatisfactorySatisfactory-38890
August 200181.0FairGoodSatisfactorySatisfactory-35980
September 199981.0FairGoodSatisfactorySatisfactory-36430
February 199871.6FairGoodSatisfactorySatisfactory-51010
September 199571.6FairGoodSatisfactorySatisfactory-52750
August 199343.6PoorFairSatisfactoryPoorSD46060
December 199143.6PoorFairSatisfactoryPoorSD44630

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,6934,690300
Deck
Reinforced Concrete Decksq. ft.28,098028,09800
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.192192000
Reinforced Concrete Pier Caplinear ft.276276000
Joints
Strip Seal Jointlinear ft.9696000
Bearings
Elastomeric Bearingeach8080000
Bridge Rail
Other Material Bridge Raillinear ft.574574000