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CO.RD.33 over PINE CREEK

Map

Coordinates:
+32.49973, -86.73467
32°29'59" N, 86°44'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO.RD.33 over PINE CREEK
Structure number:012579
Old structure number:0000003301039Z0 (from 1992 edition)
Location:INDEPENDENCE-LANGORDSTORE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:24.0 ft. [7.3 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1981
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 1988]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:94.6 tons [86.0 metric tons]
Inventory rating:61.7 tons [56.1 metric tons]
Sufficiency rating:88.6
Estimated cost of work:$694,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201688.6FairGoodSatisfactoryGood-300
November 201488.6FairGoodSatisfactoryGood-300
November 201288.6GoodGoodGoodGood-300
November 201088.6GoodGoodGoodGood-300
November 200888.6GoodGoodGoodGood-300
December 200689.6GoodGoodGoodGood-300
December 200485.6GoodGoodVery GoodVery GoodSD300
October 200285.6GoodGoodVery GoodVery GoodSD300
November 200085.6GoodVery GoodVery GoodVery GoodSD300
October 199885.6GoodVery GoodVery GoodVery GoodSD300
November 199689.6GoodVery GoodVery GoodVery Good-300
February 199588.6GoodVery GoodVery GoodVery Good-300
November 199288.6GoodVery GoodVery GoodVery Good-300
November 199088.6GoodVery GoodVery GoodVery Good-300