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OLD GURLEY ROAD over CHASE CREEK

Map 

Coordinates:
+34.76667, -86.51667
34°46'00" N, 86°31'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD GURLEY ROAD over CHASE CREEK
Structure number:018740
Location:1 MILE S.E. OF U.S. 72
Purpose:Carries highway over relief for waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:102.4 ft. [31.2 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1994
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: February 2016 

Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2011]
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:Equal to present minimum criteria [6]
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:97.8 tons [88.9 metric tons]
Inventory rating:82.8 tons [75.3 metric tons]
Sufficiency rating:99.8
Estimated cost of work:$2,592,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201699.8Not deficient---2500
February 201499.8Not deficient---2500
February 201299.8Not deficient---2500
February 201078.2Not deficient---2500
February 200878.2Not deficient---2500
June 200678.2Not deficient---2500
June 200478.2Not deficient---2500
June 200278.2Not deficient---2500