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FAU 2810 over NONCONNAH CREEK

Map 

Coordinates:
+35.07333, -89.98528
35°04'24" N, 89°59'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2810 over NONCONNAH CREEK
Structure number:79028100001
Location:AIRWAYS BLVD. & I-240 JCT
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:103.0 ft. [31.4 m]
Total length:523.0 ft. [159.4 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:1974
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:49,190 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:60.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,422,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201560.9Not deficientFairFairSatisfactory49190
May 201360.9Not deficientFairFairSatisfactory49190
July 201160.9Not deficientFairFairSatisfactory49190
July 200960.9Not deficientFairFairSatisfactory49190
July 200760.9Not deficientFairFairGood49190
July 200560.9Not deficientFairFairGood60190
July 200360.9Not deficientFairFairGood55660
August 200160.9Not deficientFairFairGood69380
September 199963.9Not deficientFairFairGood71530
June 199879.0Not deficientFairGoodGood65160
September 199578.0Not deficientFairGoodGood65160