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FAU 2810 over NONCONNAH CREEK

Map 

Coordinates:
+35.07333, -89.98583
35°04'24" N, 89°59'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2810 over NONCONNAH CREEK
Structure number:79S80770005
Location:AIRWAYS BLVD & I-240 JCT.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:104.0 ft. [31.7 m]
Total length:524.0 ft. [159.7 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1936
Year reconstructed:1974
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
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:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:29.7 tons [27.0 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:47.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$13,921,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201547.8Structurally deficientPoorFairFair49190
May 201347.8Structurally deficientPoorFairFair49190
July 201147.8Structurally deficientPoorFairFair49190
July 200947.8Structurally deficientPoorFairFair49190
July 200724.0Structurally deficientFairFairSerious49190
July 200549.8Not deficientFairGoodFair60190
July 200349.8Not deficientFairGoodFair55660
August 200149.8Not deficientFairGoodFair69380
September 199949.8Not deficientFairGoodFair71530
April 199872.0Not deficientFairGoodFair69350
June 199884.0Not deficientGoodGoodGood65160
November 199558.0Structurally deficientSatisfactoryGoodPoor64680
October 199358.0Structurally deficientSatisfactoryGoodPoor54600
December 199158.0Structurally deficientSatisfactoryGoodPoor60950