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DIXON ROAD over MARSHALL CREEK TRIB

Map

Coordinates:
+32.73154, -84.59235
32°43'54" N, 84°35'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:DIXON ROAD over MARSHALL CREEK TRIB
Structure number:000000026350310
Location:4.5 MI SW OF WOODLAND
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:25.7 tons [23.4 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:65.5
Estimated cost of work:$440,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201665.5FairGoodGoodFair-50
January 201465.5FairGoodGoodFair-50
January 201255.5FairGoodGoodFair-104
February 201055.4FairGoodGoodFair-140
January 200855.4FairGoodGoodFair-140
January 200648.0FairGoodGoodFairFO1630
January 200465.5FairGoodGoodFair-100
January 200265.5FairGoodGoodFair-100
January 200063.4FairGoodGoodFair-110
December 199763.4FairVery GoodVery GoodFair-110
December 199562.4FairVery GoodVery GoodFair-110
December 199362.4FairVery GoodVery GoodFair-110
January 199262.4FairVery GoodVery GoodFair-110