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NEW WYNN DRIVE over STREAM

Map 

Coordinates:
+34.73988, -86.65269
34°44'24" N, 86°39'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NEW WYNN DRIVE over STREAM
Structure number:014017
Old structure number:0000025745M0020 (from 1992 edition)
Location:.2 MI N JCT OF US72* WYNN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:14.1 ft. [4.3 m]
Total length:28.9 ft. [8.8 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:5,700 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:58.3 tons [53.0 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:96.3
Estimated cost of work:$389,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201496.3Not deficient---5700
October 201296.3Not deficient---5700
October 201096.3Not deficient---5700
October 200896.5Not deficient---5800
November 200692.8Not deficient---45300
November 200492.8Not deficient---45300
November 200292.8Not deficient---45300
December 200096.8Not deficient---2500
December 199896.7Not deficient---2450
December 199696.7Not deficient---2400
December 199496.6Not deficient---2350
February 199396.7Not deficient---2300
January 199196.7Not deficient---2200