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COUNTY ROAD 19 over COKER CREEK

Map 

Coordinates:
+31.28333, -86.51667
31°16'60" N, 86°31'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY ROAD 19 over COKER CREEK
Structure number:017227
Location:1 M W ANDALUSIA S OF 42
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:33.8 ft. [10.3 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1999
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:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:220 [as of 1994]
Truck traffic:6% of total traffic
Deck condition:Excellent [9 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:82.7 tons [75.2 metric tons]
Inventory rating:49.7 tons [45.2 metric tons]
Sufficiency rating:90.9
Estimated cost of work:$570,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201590.9GoodExcellentVery GoodVery Good-220
August 201390.9GoodExcellentVery GoodVery Good-220
August 201190.9GoodExcellentVery GoodVery Good-220
August 200990.9GoodExcellentVery GoodVery Good-220
August 200790.9GoodExcellentVery GoodVery Good-220
August 200590.9GoodExcellentVery GoodVery Good-220
August 200390.9GoodVery GoodVery GoodVery Good-220
August 200190.9GoodExcellentVery GoodExcellent-220
August 199990.9GoodExcellentExcellentExcellent-220