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SR-203,HARRISON B over OGDEN RIVER

Map

Coordinates:
+41.23667, -111.94639
41°14'12" N, 111°56'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-203,HARRISON B over OGDEN RIVER
Structure number:0F 170
Location:HARRISON BLVD.NR.CYN. DR.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:67.6 ft. [20.6 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:75.8 ft. [23.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1967
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,855 [as of 2014]
Truck traffic:27% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:85.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryGoodSatisfactory1985585.5
August 2015FairSatisfactoryGoodSatisfactory1985585.5
August 2013FairSatisfactoryGoodSatisfactory1853480.8
August 2011FairSatisfactoryGoodSatisfactory2453594.6
June 2009FairSatisfactoryGoodSatisfactory2453594.6
October 2007FairSatisfactoryGoodSatisfactory2453594.6
October 2005FairSatisfactoryVery GoodGood2453594.6
July 2003FairSatisfactoryVery GoodGood3415093.2
June 1999FairSatisfactoryVery GoodGood3181588.2
June 1997FairSatisfactoryVery GoodGood3038588.5
October 1995FairSatisfactoryVery GoodGood2954593.6
December 1993FairSatisfactoryVery GoodGood2066594.9
October 1991FairSatisfactoryVery GoodGood2003095.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2251,219600
Deck
Reinforced Concrete Decksq. ft.10,3576,2144,14300
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.1541312300
Reinforced Concrete Pier Caplinear ft.76571180
Joints
Compression Jointlinear ft.151015100
Assembly with Sealeach7607600
Bearings
Elastomeric Bearingeach3636000
Bridge Rail
Other Material Bridge Raillinear ft.11,6868,7652,3375840