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OWENS RD over ENITACHOPCO CREEK

Clay County, Alabama

Map

Coordinates:
+33.20000, -85.85000
33°12'00" N, 85°50'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OWENS RD over ENITACHOPCO CREEK
Structure number:009356
Old structure number:0000003114034Z0 (from 1992 edition)
Location:1.5 M SE HARKINS XROADS
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Owner:County Highway Agency [02]
Year built:1967
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:260 [as of 2016]
Truck traffic:4% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:82.5 tons [75.0 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:88.8
Estimated cost of work:$592,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
February 201788.8Fair5 out of 10-260
February 201588.8Fair5 out of 10-260
February 201388.8Fair5 out of 10-260
February 201188.8Fair5 out of 10-260
February 200988.8Fair5 out of 10-260
January 200779.1Fair5 out of 10-60
March 200579.1Fair5 out of 10-60
March 200379.1Fair5 out of 10-60
January 200179.1Fair5 out of 10-60
February 199990.1Good7 out of 10-60
February 199786.8Good7 out of 10-60
January 199587.8Good7 out of 10-60
February 199387.8Good7 out of 10-60
December 199095.0Good7 out of 10-60