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SR 14 over HAMILTON CREEK

Map

Coordinates:
+45.64039, -121.97836
45°38'25" N, 121°58'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 14 over HAMILTON CREEK
Structure number:000120CE0000000
Location:15.7 E CLARK CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:87.9 ft. [26.8 m]
Total length:270.0 ft. [82.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1978
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,598 [as of 2016]
Truck traffic:15% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:63.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,428,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactoryGood459863.5
May 2016FairSatisfactorySatisfactoryGood403480.0
May 2014FairSatisfactorySatisfactoryGood403480.0
May 2010GoodGoodGoodGood456480.0
June 2006GoodGoodGoodGood360080.0
March 2002GoodGoodGoodGood360080.0
May 2000GoodGoodGoodGood297180.0
May 1998GoodGoodGoodGood297180.0
June 1996GoodGoodGoodGood297180.0
November 1994GoodGoodGoodGood297180.0
July 1992FairSatisfactoryVery GoodGood395080.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,1602,160000
Deck
Reinforced Concrete Decksq. ft.11,88011,8215009
Substructure
Reinforced Concrete Pier Walllinear ft.8888000
Reinforced Concrete Abutmentlinear ft.130130000
Reinforced Concrete Pier Caplinear ft.9494000
Joints
Pourable Jointlinear ft.8800088
Bearings
Elastomeric Bearingeach4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.540540000