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US 301 over BRIER CREEK

Map

Coordinates:
+32.85906, -81.61507
32°51'33" N, 81°36'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 301 over BRIER CREEK
Structure number:000000025100340
Location:3.1 MI SE OF HILLTONIA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:1080.1 ft. [329.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:27
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,120 [as of 2012]
Truck traffic:30% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:73.3 tons [66.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:88.3
Estimated cost of work:$6,330,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201688.3FairGoodSatisfactoryFair-1120
January 201488.3FairGoodSatisfactoryFair-1120
January 201287.8FairGoodSatisfactoryFair-1790
February 201087.8FairGoodSatisfactoryFair-1830
January 200887.8FairGoodSatisfactoryFair-1830
December 200587.7FairGoodSatisfactoryFair-1980
January 200499.0FairGoodSatisfactorySatisfactory-1800
February 200298.6FairGoodSatisfactorySatisfactory-2500
February 200098.7FairGoodSatisfactorySatisfactory-2300
March 199896.7FairGoodGoodSatisfactory-2300
October 199596.7FairGoodGoodSatisfactory-2200
November 199396.7FairGoodGoodSatisfactory-2140
November 199194.8FairGoodGoodSatisfactory-1980

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6,4806,4542600
Deck
Reinforced Concrete Top Flangesq. ft.51,08449,1929469460
Substructure
Reinforced Concrete Abutmentlinear ft.9696000
Steel Pileeach1680148200
Steel Protective Coatingsq. ft.8,444008,4440
Reinforced Concrete Pier Caplinear ft.1,1441,1271700
Joints
Pourable Jointlinear ft.1,23201,23200
Bearings
Other Bearingeach40400
Steel Protective Coatingsq. ft.40400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,1202,120000