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DIXON ROAD over MARSHALL CREEK TRIB

Map

Coordinates:
+32.73154, -84.59235
32°43'54" N, 84°35'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.600600000
Deck
Prestressed Concrete Top Flangesq. ft.1,7941,794000
Substructure
Reinforced Concrete Abutmentlinear ft.4848000
Steel Pileeach140770
Steel Protective Coatingsq. ft.491000491
Reinforced Concrete Pier Caplinear ft.4848000
Joints
Pourable Jointlinear ft.6600660
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.150150000