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SR208 TOPAZ RD over EAST WALKER RVR

Map

Coordinates:
+38.87748, -119.14466
38°52'39" N, 119°08'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR208 TOPAZ RD over EAST WALKER RVR
Structure number:B 144
Location:SOUTH OF YERINGTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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 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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:92.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$329,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairSatisfactoryGood40092.7
April 2015FairFairSatisfactoryGood40092.7
April 2013FairFairSatisfactoryGood50092.6
August 2011FairFairSatisfactoryGood50091.9
April 2009FairFairSatisfactoryGood50091.9
April 2007FairFairSatisfactoryGood50085.7
April 2005FairSatisfactorySatisfactoryGood57086.5
September 2003FairSatisfactorySatisfactoryGood57083.5
May 2001FairSatisfactorySatisfactoryGood57083.5
October 2000FairSatisfactorySatisfactoryGood57083.5
May 1999FairSatisfactorySatisfactoryGood44583.9
June 1997FairSatisfactorySatisfactoryFair38072.9
April 1995FairSatisfactorySatisfactoryGood39083.4
May 1993FairSatisfactorySatisfactoryGood39083.4
April 1991FairSatisfactorySatisfactoryGood39083.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.320313070
Deck
Reinforced Concrete Decksq. ft.1,9141,87720107
Substructure
Reinforced Concrete Pier Walllinear ft.3003000
Reinforced Concrete Abutmentlinear ft.6054150
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Reinforced Concrete Pier Caplinear ft.3030000
Joints
Strip Seal Jointlinear ft.3003000
Bearings
Movable Bearingeach50410
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1281082000