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NEW CUT ROAD over CROWDABOUT CREEK

Map

Coordinates:
+34.39780, -87.02163
34°23'52" N, 87°01'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NEW CUT ROAD over CROWDABOUT CREEK
Structure number:018797
Location:2.0 MI SOUTH SR 36
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:2003
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:5
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:580 [as of 2002]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.9
Estimated cost of work:$1,562,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016GoodVery GoodVery GoodVery Good58097.9
February 2014GoodVery GoodVery GoodVery Good58097.9
January 2012GoodVery GoodVery GoodVery Good58097.9
January 2010GoodVery GoodVery GoodVery Good58097.9
January 2008GoodVery GoodVery GoodVery Good58097.9
November 2005GoodVery GoodVery GoodVery Good58096.4
November 2003GoodExcellentExcellentExcellent58096.4