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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: June 2015 

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:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,977,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201571.0Not deficientSatisfactoryFairFair35730
May 201371.0Not deficientSatisfactoryFairFair33790
June 201171.0Not deficientSatisfactoryFairFair33810
July 200971.0Not deficientSatisfactoryFairFair32980
July 200771.0Not deficientGoodFairSatisfactory34350
July 200581.0Not deficientGoodSatisfactorySatisfactory38330
July 200381.0Not deficientGoodSatisfactorySatisfactory38890
August 200181.0Not deficientGoodSatisfactorySatisfactory35980
September 199981.0Not deficientGoodSatisfactorySatisfactory36430
February 199871.6Not deficientGoodSatisfactorySatisfactory51010
September 199571.6Not deficientGoodSatisfactorySatisfactory52750
August 199343.6Structurally deficientFairSatisfactoryPoor46060
December 199143.6Structurally deficientFairSatisfactoryPoor44630