Share:

SR 121 - US 25 over ROCKY CREEK

Map

Coordinates:
+33.43286, -82.01343
33°25'58" N, 82°00'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 121 - US 25 over ROCKY CREEK
Structure number:000000024500430
Location:9.5 MI NE OF HEPHZIBAH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1980
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:3
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:18,260 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:85.7
Estimated cost of work:$1,087,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201685.7FairSatisfactorySatisfactoryGood-18260
December 201385.7FairSatisfactorySatisfactoryGood-18260
December 201185.2FairSatisfactorySatisfactoryGood-21100
December 200993.3FairSatisfactorySatisfactoryGood-18700
December 200793.3FairSatisfactorySatisfactoryGood-18700
January 200695.9FairSatisfactorySatisfactoryGood-840
December 200393.0FairSatisfactorySatisfactoryGood-21000
December 200174.2FairSatisfactorySatisfactoryGoodFO21100
December 199973.1FairSatisfactoryGoodGoodFO27000
November 199773.1FairSatisfactoryGoodGoodFO27000
December 199570.8FairSatisfactoryVery GoodVery GoodFO27000
May 199470.8FairSatisfactoryVery GoodVery GoodFO27000
July 199271.2FairSatisfactoryVery GoodGoodFO24690
November 199071.7FairSatisfactoryVery GoodVery GoodFO22510

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,02078823200
Deck
Reinforced Concrete Top Flangesq. ft.8,5684,9693,59900
Substructure
Reinforced Concrete Abutmentlinear ft.1761631300
Prestressed Concrete Pileeach1010000
Reinforced Concrete Pier Caplinear ft.1641184600
Joints
Pourable Jointlinear ft.28814401440
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.204204000