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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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201590.9Not deficientExcellentVery GoodVery Good220
August 201390.9Not deficientExcellentVery GoodVery Good220
August 201190.9Not deficientExcellentVery GoodVery Good220
August 200990.9Not deficientExcellentVery GoodVery Good220
August 200790.9Not deficientExcellentVery GoodVery Good220
August 200590.9Not deficientExcellentVery GoodVery Good220
August 200390.9Not deficientVery GoodVery GoodVery Good220
August 200190.9Not deficientExcellentVery GoodExcellent220
August 199990.9Not deficientExcellentExcellentExcellent220