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CO RD 77 over HORSE CREEK

Map

Coordinates:
+31.68352, -86.37821
31°41'01" N, 86°22'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 77 over HORSE CREEK
Structure number:016667
Location:IVY CREEK RD.
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:17.4 ft. [5.3 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1996
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:606 [as of 2011]
Truck traffic:18% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,298,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Good8 out of 1060680.8
September 2015Good8 out of 1060680.8
December 2013Good8 out of 1060676.8
December 2011Good8 out of 1060680.8
February 2010Good8 out of 1038579.9
February 2008Good8 out of 1038579.9
January 2006Good8 out of 1038596.9
September 2004Good9 out of 1038596.9
September 2002Good9 out of 1038596.9
November 2000Good9 out of 1038596.9
November 1998Good9 out of 1038599.9
November 1996Good9 out of 1038599.9