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VAUGHN RD over STREAM

Map 

Coordinates:
+32.33849, -86.18344
32°20'19" N, 86°11'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VAUGHN RD over STREAM
Structure number:008867
Old structure number:0000011051M0210 (from 1992 edition)
Location:0.5 MI. E. OF BELL RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 1990]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:58.0 tons [52.7 metric tons]
Inventory rating:34.8 tons [31.6 metric tons]
Sufficiency rating:76.2
Estimated cost of work:$814,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201476.2Not deficient---7500
September 201276.2Not deficient---7500
October 201076.2Not deficient---7500
September 200864.6Not deficient---7500
October 200664.6Not deficient---7500
September 200464.6Not deficient---7500
September 200264.6Not deficient---7500
June 200064.6Not deficient---7500
June 199864.1Not deficient---7500
June 199663.8Not deficient---7500
May 199463.6Not deficient---7500
July 199263.6Not deficient---7500
April 199063.6Not deficient---7500