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OHIO AVENUE over PINE CREEK

Map

Coordinates:
+47.53267, -116.24441
47°31'58" N, 116°14'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OHIO AVENUE over PINE CREEK
Structure number:000000000030750
Location:0.4 S. 0.5 W. PINEHURST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:54.1 ft. [16.5 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:County Highway Agency [02]
Year built:1981
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:65.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,160,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201665.4FairGoodGoodFair-300
July 201512.5PoorGoodGoodCriticalSD300
July 201412.5PoorGoodGoodCriticalSD300
July 201312.5PoorGoodGoodCriticalSD300
July 201212.5PoorGoodGoodCriticalSD300
July 201112.5PoorGoodGoodCriticalSD300
July 201012.5PoorGoodGoodCriticalSD300
July 200912.5PoorGoodGoodCriticalSD300
July 200776.2GoodGoodGoodGood-300
July 200576.2GoodGoodGoodGood-300
July 200376.2GoodGoodGoodGood-300
July 200176.2GoodGoodGoodGood-300
July 199976.2GoodGoodGoodGood-300
July 199776.2GoodGoodGoodGood-300
July 199576.9GoodGoodGoodGood-300
July 199376.9GoodGoodGoodGood-300
July 199176.9GoodVery GoodGoodGood-300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.6506203000
Deck
Prestressed Concrete Top Flangesq. ft.3,4347092,72500
Substructure
Reinforced Concrete Pier Walllinear ft.3303300
Reinforced Concrete Abutmentlinear ft.8608600
Joints
Compression Jointlinear ft.3303300
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2172030014