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E.MAIN /COBBS FORD over PINE CREEK

Map

Coordinates:
+32.46048, -86.43412
32°27'38" N, 86°26'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:E.MAIN /COBBS FORD over PINE CREEK
Structure number:011910
Location:1.0 MI E U.S.31 INTERSECT
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:46,624 [as of 2014]
Truck traffic:20% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:75.7 tons [68.8 metric tons]
Inventory rating:45.3 tons [41.2 metric tons]
Sufficiency rating:84.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$700,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201684.0Fair6 out of 10-46624
April 201484.0Fair6 out of 10-46624
April 201284.0Fair6 out of 10-32132
May 201047.6Fair6 out of 10SD32132
May 200847.6Fair6 out of 10SD32132
May 200647.6Fair6 out of 10SD32132
April 200447.6Fair6 out of 10SD32132
March 200247.6Fair6 out of 10SD29751
March 200050.7Fair6 out of 10FO14140
October 199850.7Fair6 out of 10SD14140
October 199650.5Fair6 out of 10SD14000
February 199651.0Fair6 out of 10SD14000
September 199248.0Fair6 out of 10SD14000