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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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,100 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:68.0 tons [61.8 metric tons]
Inventory rating:40.8 tons [37.1 metric tons]
Sufficiency rating:72.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,286,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201672.0Fair5 out of 10-15100
June 201480.1Fair6 out of 10-17000
June 201280.1Fair6 out of 10-17000
June 201080.1Fair6 out of 10-17000
June 200857.9Fair6 out of 10-15900
October 200658.3Good7 out of 10-13800
October 200458.3Good7 out of 10-13800
November 200258.3Good7 out of 10-13800
December 200057.4Good7 out of 10-19030
December 199857.6Good7 out of 10-19015
November 199657.4Good7 out of 10-19000
December 199458.0Good7 out of 10-18880
February 199358.1Good7 out of 10-18800
January 199149.5Good7 out of 10SD18700