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COUNTY ROAD over NO NAME CREEK

Map 

Coordinates:
+31.22611, -86.45972
31°13'34" N, 86°27'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY ROAD over NO NAME CREEK
Structure number:018488
Location:1/2MI SOUTH OF FIVE RUN
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.1 ft. [10.4 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:2002
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:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: February 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:269 [as of 2002]
Truck traffic:14% of total traffic
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:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.7 tons [55.2 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Sufficiency rating:99.9
Estimated cost of work:$579,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201799.9GoodVery GoodVery GoodVery Good-269
February 201599.9GoodVery GoodVery GoodVery Good-269
February 201399.9GoodVery GoodVery GoodVery Good-269
February 201199.9GoodVery GoodVery GoodVery Good-269
February 200999.9GoodVery GoodVery GoodVery Good-269
February 200799.9GoodExcellentExcellentExcellent-269
February 200599.9GoodExcellentExcellentExcellent-269
February 200399.9GoodExcellentExcellentExcellent-269