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STC 3830;FREEMONT over PAYETTE RIVER

Map

Coordinates:
+43.95389, -116.71778
43°57'14" N, 116°43'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STC 3830;FREEMONT over PAYETTE RIVER
Structure number:000000000028475
Location:1.4S 5.1E NEW PLYMOUTH
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:319.9 ft. [97.5 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:County Highway Agency [02]
Year built:1961
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:8
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:68.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,651,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory50068.9
June 2015FairSatisfactorySatisfactorySatisfactory20064.3
June 2013FairSatisfactorySatisfactorySatisfactory20064.2
June 2011FairSatisfactorySatisfactorySatisfactory20064.2
June 2009FairSatisfactorySatisfactorySatisfactory29063.0
June 2007FairSatisfactorySatisfactorySatisfactory29061.0
June 2005FairSatisfactorySatisfactorySatisfactory29061.0
June 2003FairSatisfactorySatisfactorySatisfactory16061.2
June 2001FairSatisfactorySatisfactorySatisfactory16061.2
June 1999FairSatisfactorySatisfactorySatisfactory16061.2
June 1997FairSatisfactorySatisfactorySatisfactory16061.2
June 1995FairSatisfactorySatisfactorySatisfactory16061.2
June 1993FairSatisfactoryFairSatisfactory8062.3
June 1992FairSatisfactoryFairSatisfactory8062.3
June 1991FairGoodSatisfactorySatisfactory8072.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,6011,5544520
Deck
Reinforced Concrete Decksq. ft.7,2327,05218000
Wearing Surfacessq. ft.6,4006,400000
Substructure
Reinforced Concrete Abutmentlinear ft.62471050
Steel Pileeach38020180
Steel Protective Coatingsq. ft.1,5890541232816
Timber Pileeach55000
Reinforced Concrete Pier Caplinear ft.1481252120
Joints
Compression Jointlinear ft.15731612738
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6405449600
Steel Protective Coatingsq. ft.2,11202,11200