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PROVIDENCE RD over WHITE OAK CREEK

Map

Coordinates:
+33.21667, -85.73333
33°13'00" N, 85°43'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PROVIDENCE RD over WHITE OAK CREEK
Structure number:012212
Old structure number:0000007914058Z0 (from 1992 edition)
Location:1.0 MI E PROVIDENCECHURCH
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:County Highway Agency [02]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2016]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:80.4 tons [73.1 metric tons]
Inventory rating:48.2 tons [43.8 metric tons]
Sufficiency rating:91.0
Estimated cost of work:$218,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201791.0FairSatisfactorySatisfactorySatisfactory-20
February 201591.0FairSatisfactorySatisfactorySatisfactory-20
February 201391.0FairGoodGoodSatisfactory-20
February 201191.0FairGoodGoodSatisfactory-20
January 200991.0FairGoodGoodSatisfactory-20
January 200782.2FairGoodGoodSatisfactory-20
January 200582.2GoodGoodGoodGood-20
February 200382.2GoodGoodGoodGood-30
December 200083.2GoodGoodGoodGood-30
January 199983.2GoodGoodGoodGood-30
January 199782.9GoodGoodGoodGood-30
January 199581.9GoodExcellentExcellentExcellent-30
February 199380.9GoodExcellentExcellentExcellent-30
December 199077.6GoodExcellentExcellentExcellent-30