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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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:49,190 [as of 2017]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201660.9FairFairFairSatisfactory-49190
February 201560.9FairFairFairSatisfactory-49190
May 201360.9FairFairFairSatisfactory-49190
July 201160.9FairFairFairSatisfactory-49190
July 200960.9FairFairFairSatisfactory-49190
July 200760.9FairFairFairGood-49190
July 200560.9FairFairFairGood-60190
July 200360.9FairFairFairGood-55660
August 200160.9FairFairFairGood-69380
September 199963.9FairFairFairGood-71530
June 199879.0FairFairGoodGood-65160
September 199578.0FairFairGoodGood-65160