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VERMONT RD over CREEK

Map 

Coordinates:
+34.67427, -86.57991
34°40'27" N, 86°34'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VERMONT RD over CREEK
Structure number:013955
Old structure number:0000004545M0030 (from 1992 edition)
Location:.5 MI W HWY 231 SOUTH
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:8.9 ft. [2.7 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:19°
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:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:3,065 [as of 2013]
Truck traffic:30% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:97.8 tons [88.9 metric tons]
Inventory rating:63.5 tons [57.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$377,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201679.9Functionally obsolete---3065
March 201476.9Functionally obsolete---3065
March 201266.9Functionally obsolete---3065
March 201066.9Functionally obsolete---3065
March 200866.9Functionally obsolete---3065
September 200666.9Functionally obsolete---3065
October 200466.9Functionally obsolete---3065
November 200266.9Functionally obsolete---3065
January 200166.9Functionally obsolete---3065
December 199866.4Functionally obsolete---3055
December 199666.1Functionally obsolete---3050
December 199466.2Not deficient---3000
February 199364.1Not deficient---2900
January 199176.6Not deficient---2800