AL 75 over YANCEY CK


+33.58816, -86.69738
33°35'17" N, 86°41'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:AL 75 over YANCEY CK
Structure number:009492
Location:AL 75 AT US 11
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:7.9 ft. [2.4 m]
Total length:23.0 ft. [7.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
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 2015 

Status:Open, no restriction [A]
Average daily traffic:50,840 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:37.7 tons [34.3 metric tons]
Inventory rating:22.7 tons [20.6 metric tons]
Sufficiency rating:70.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,687,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201570.8Not deficient---50840
March 201370.8Not deficient---50950
May 201170.8Not deficient---51310
May 200948.6Structurally deficient---58720
June 200748.6Structurally deficient---54940
June 200548.6Structurally deficient---54170
June 200348.6Structurally deficient---59010
June 200148.6Structurally deficient---59010
April 199948.6Structurally deficient---57830
April 199748.6Structurally deficient---60070
April 199548.3Structurally deficient---60060
May 199348.3Structurally deficient---57020
March 199148.3Structurally deficient---52350