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FAP 4 over NONCONNAH CREEK

Map

Coordinates:
+35.07750, -89.95222
35°04'39" N, 89°57'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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