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STC 7785;BRIDGE ST over SAND CREEK

Map

Coordinates:
+48.27389, -116.54528
48°16'26" N, 116°32'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STC 7785;BRIDGE ST over SAND CREEK
Structure number:000000000030110
Location:IN SANDPOINT;BRIDGE ST
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:59.1 ft. [18.0 m]
Total length:298.9 ft. [91.1 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1969
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,900 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:47.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,013,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactoryFair690047.8
October 2015FairSatisfactorySatisfactoryFair690033.0
October 2014FairSatisfactorySatisfactoryFair690033.0
June 2012FairGoodGoodSatisfactory690058.0
June 2010FairGoodGoodSatisfactory690058.0
June 2008FairGoodGoodSatisfactory690058.0
June 2006FairGoodGoodSatisfactory690058.0
June 2004FairGoodGoodSatisfactory690058.0
June 2002FairGoodGoodSatisfactory690058.0
June 2000FairGoodGoodSatisfactory690058.0
June 1998FairGoodGoodSatisfactory690058.0
June 1996FairGoodGoodSatisfactory690058.0
June 1994GoodGoodGoodGood690058.0
June 1992GoodGoodGoodGood327058.0
December 1990FairSatisfactoryGoodSatisfactory327058.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7951,675201000
Deck
Prestressed Concrete Top Flangesq. ft.10,0989,54805500
Wearing Surfacessq. ft.7,774007,7740
Substructure
Reinforced Concrete Abutmentlinear ft.7269300
Steel Pileeach4000400
Steel Protective Coatingsq. ft.14,31807,15907,159
Reinforced Concrete Pier Caplinear ft.141134700
Joints
Pourable Jointlinear ft.104000104
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.59747911800
Steel Protective Coatingsq. ft.2,93001,46501,465