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E.FK.PINE CREEK RD over DOUGLAS CREEK

Map

Coordinates:
+47.45299, -116.18318
47°27'11" N, 116°10'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E.FK.PINE CREEK RD over DOUGLAS CREEK
Structure number:000000000030770
Location:4.8 S. 2.2 W. WARDNER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:37°
Owner:County Highway Agency [02]
Year built:1978
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2014]
Truck traffic:33% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201594.8FairSatisfactoryVery GoodSatisfactory-30
July 201394.8FairGoodVery GoodSatisfactory-30
July 201194.8FairGoodVery GoodSatisfactory-30
July 200994.8FairGoodVery GoodSatisfactory-30
July 200794.7FairGoodVery GoodSatisfactory-30
July 200594.7FairGoodVery GoodSatisfactory-30
July 200394.7FairGoodVery GoodSatisfactory-30
July 200194.7FairGoodVery GoodSatisfactory-30
July 199994.7FairGoodVery GoodSatisfactory-30
July 199794.7FairGoodVery GoodSatisfactory-30
July 199594.8GoodGoodVery GoodVery Good-30
July 199394.8GoodGoodVery GoodVery Good-30
July 199194.8GoodGoodVery GoodVery Good-30

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.240240000
Deck
Reinforced Concrete Decksq. ft.1,7442111,53300
Substructure
Reinforced Concrete Abutmentlinear ft.6965400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1651382700