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CO.RD.68 over BRANCH EAST OF OATSX-ING

Map

Coordinates:
+32.66955, -86.39683
32°40'10" N, 86°23'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CO.RD.68 over BRANCH EAST OF OATSX-ING
Structure number:006649
Old structure number:0000006801059X0 (from 1992 edition)
Location:BETWEEN-OATSCROSSINWADSWO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:County Highway Agency [02]
Year built:1959
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: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:735 [as of 2004]
Truck traffic:15% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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:67.1 tons [61.0 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:96.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$399,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201696.5Good7 out of 10-735
December 201496.5Good7 out of 10-735
December 201296.5Good7 out of 10-735
December 201096.5Good7 out of 10-735
December 200896.5Good7 out of 10-735
December 200662.1Good7 out of 10-395
December 200458.1Good7 out of 10SD395
September 200258.1Good7 out of 10SD395
December 200058.1Good7 out of 10SD395
November 199858.0Good7 out of 10SD395
December 199661.8Good7 out of 10-395
February 199564.8Good7 out of 10-395
December 199261.8Good7 out of 10-395
October 199086.5Good7 out of 10-395