+45.97527, -123.92793
45°58'31" N, 123°55'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US101 (HWY 9) over SHANGRI LA CREEK
Structure number:03080 009 02248
Location:005 MI S SEASIDE S C LMTS
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,900 [as of 2014]
Truck traffic:5% 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: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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:51.9 tons [47.2 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:65.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$389,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201565.0FairSatisfactorySatisfactorySatisfactoryFO10900
September 201365.0FairSatisfactorySatisfactorySatisfactoryFO10500
September 201167.9FairSatisfactorySatisfactorySatisfactoryFO10500
September 200968.9FairSatisfactorySatisfactorySatisfactoryFO14300
September 200756.0FairSatisfactorySatisfactoryFairFO13600
September 200558.0FairSatisfactorySatisfactoryFairFO13600
September 200358.0FairSatisfactorySatisfactoryFairFO10900
October 200258.0FairSatisfactorySatisfactoryFairFO10900
September 200158.0FairSatisfactorySatisfactoryFairFO10800
September 199958.0FairSatisfactoryFairFairFO11900
September 199758.0FairGoodFairFairFO12700
September 199569.0FairGoodSatisfactorySatisfactoryFO12700
February 199470.1FairGoodSatisfactorySatisfactoryFO12700
January 199268.1GoodVery GoodGoodGoodFO11500
November 199168.1GoodVery GoodGoodGoodFO11500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.6080571370
Reinforced Concrete Top Flangesq. ft.2,7132,60584240
Wearing Surfacessq. ft.2,71302,71300
Reinforced Concrete Columneach20101000
Timber Abutmentlinear ft.6865300
Reinforced Concrete Pile Cap/Footinglinear ft.1560146100
Timber Pileeach107210
Timber Pier Caplinear ft.102801066
Other Jointlinear ft.18049119120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.166164200