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SAGE ROAD over SUCCOR CREEK

Map

Coordinates:
+43.60094, -117.01036
43°36'03" N, 117°00'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SAGE ROAD over SUCCOR CREEK
Structure number:000000000028225
Location:1.0 S. 3.8 W. HOMEDALE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:89.9 ft. [27.4 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:Other Local Agencies [25]
Year built:1930
Year reconstructed:1982
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:90 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:39.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$839,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorSatisfactoryPoorGood9039.8
July 2017PoorSatisfactoryPoorGood9041.8
July 2016PoorSatisfactoryPoorGood9041.8
July 2015PoorSatisfactoryPoorGood9041.8
July 2014PoorSatisfactoryPoorGood9057.6
July 2012FairSatisfactoryFairSatisfactory9073.6
July 2010FairSatisfactoryFairSatisfactory9073.6
March 2009FairSatisfactoryFairSatisfactory9073.6
March 2007FairSatisfactoryFairSatisfactory9074.6
March 2005FairSatisfactoryFairSatisfactory9074.6
March 2003FairSatisfactoryFairSatisfactory9074.6
March 2001FairSatisfactoryFairSatisfactory9073.6
March 1999FairSatisfactoryFairSatisfactory9073.6
March 1997FairGoodFairSatisfactory9073.6
March 1995FairGoodFairSatisfactory9073.6
March 1993FairGoodSatisfactorySatisfactory9086.9
March 1992FairGoodSatisfactoryGood9086.9
March 1991GoodGoodGoodGood9086.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Trusslinear ft.18411624620
Steel Protective Coatingsq. ft.3,5842,148360360716
Steel Floor Beamlinear ft.24389121276
Steel Protective Coatingsq. ft.1,7621,32200440
Steel Gusset Plateeach521910230
Steel Protective Coatingsq. ft.448448000
Substructure
Reinforced Concrete Abutmentlinear ft.5252000
Joints
Compression Jointlinear ft.2602600
Deck
Timber Decksq. ft.1,8807521,12800
Wearing Surfacessq. ft.1,8801,880000
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.1200012
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.1200012
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.151015100
Steel Protective Coatingsq. ft.65867197197197