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W. END CIRCLE(837) over W. CARSON ST., SR 3106

Map

Coordinates:
+40.44369, -80.02724
40°26'37" N, 80°01'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W. END CIRCLE(837) over W. CARSON ST., SR 3106
Structure number:000000000001294
Old structure number:020837060000000 (from 1992 edition)
Location:@ SOUTH END / WEST END BR
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.9 ft. [8.5 m]
Total length:604.0 ft. [184.1 m]
Roadway width between curbs:65.6 ft. [20.0 m]
Deck width edge-to-edge:76.4 ft. [23.3 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1991
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:6
Main spans material:Steel continuous [4]
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,043 [as of 2016]
Truck traffic:7% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:88.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201688.4FairSatisfactorySatisfactorySatisfactoryFO12043
March 201490.3FairSatisfactorySatisfactorySatisfactoryFO12182
March 201288.1FairSatisfactorySatisfactorySatisfactoryFO19473
March 201088.0FairGoodGoodSatisfactoryFO19684
March 200887.1FairGoodGoodSatisfactoryFO22782
March 200687.2FairGoodGoodSatisfactoryFO22420
March 200487.4FairGoodGoodSatisfactoryFO21935
March 200287.5FairGoodGoodSatisfactoryFO21376
March 200087.6GoodGoodGoodGood-20997
March 199890.1GoodGoodVery GoodGood-12751
March 199690.1GoodGoodVery GoodGood-12005

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,6291,5993000
Steel Protective Coatingsq. ft.247,322247,322000
Steel Stringerlinear ft.993993000
Steel Protective Coatingsq. ft.64,51964,519000
Deck
Reinforced Concrete Decksq. ft.47,20247,202000
Superstructure
Steel Floor Beamlinear ft.3,8793,879000
Steel Protective Coatingsq. ft.301,088301,088000
Substructure
Reinforced Concrete Columneach7878000
Reinforced Concrete Abutmentlinear ft.126126000
Joints
Strip Seal Jointlinear ft.4141000
Compression Jointlinear ft.455455000
Bearings
Movable Bearingeach106103300
Steel Protective Coatingsq. ft.301,088301,088000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.883883000