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WYNN DR over MCDONALD CREEK

Map 

Coordinates:
+34.71364, -86.65559
34°42'49" N, 86°39'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WYNN DR over MCDONALD CREEK
Structure number:009975
Old structure number:0000000545M0130 (from 1992 edition)
Location:WYNN DR S OF HOLMES AVE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:43.0 ft. [13.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:68.1 tons [61.9 metric tons]
Inventory rating:40.8 tons [37.1 metric tons]
Sufficiency rating:80.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,754,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201480.1Not deficient---17000
June 201280.1Not deficient---17000
June 201080.1Not deficient---17000
June 200857.9Not deficient---15900
October 200658.3Not deficient---13800
October 200458.3Not deficient---13800
November 200258.3Not deficient---13800
December 200057.4Not deficient---19030
December 199857.6Not deficient---19015
November 199657.4Not deficient---19000
December 199458.0Not deficient---18880
February 199358.1Not deficient---18800
January 199149.5Structurally deficient---18700