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WIDE BABBIE ROAD over LIGHTWOOD KNOT CREEK

Map 

Coordinates:
+31.28333, -86.30000
31°16'60" N, 86°17'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WIDE BABBIE ROAD over LIGHTWOOD KNOT CREEK
Structure number:017446
Location:BABBIE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.1 ft. [10.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span 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:440 [as of 1994]
Truck traffic:8% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:84.0 tons [76.4 metric tons]
Inventory rating:50.4 tons [45.8 metric tons]
Sufficiency rating:84.3
Estimated cost of work:$348,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201584.3Not deficientVery GoodVery GoodVery Good440
August 201384.3Not deficientVery GoodVery GoodVery Good440
August 201184.3Not deficientVery GoodVery GoodVery Good440
August 200984.3Not deficientVery GoodVery GoodVery Good440
August 200784.3Not deficientVery GoodVery GoodVery Good440
August 200584.3Not deficientExcellentVery GoodVery Good440
August 200384.3Not deficientExcellentVery GoodVery Good440
August 200185.3Not deficientExcellentVery GoodVery Good440
August 199985.2Not deficientExcellentExcellentExcellent440