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SR 0065 SB over REEDSDALE,N.SHORE ALL.RV

Map

Coordinates:
+40.44824, -80.01153
40°26'54" N, 80°00'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0065 SB over REEDSDALE,N.SHORE ALL.RV
Structure number:000000000000804
Old structure number:020065000300000 (from 1992 edition)
Location:1039 SB TO FT.DUQ.BRIDGE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:153.9 ft. [46.9 m]
Total length:1152.9 ft. [351.4 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2011
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:12
Main spans material:Steel continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,853 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:46.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$8,387,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201646.1FairSatisfactoryFairFair-16853
March 201445.4FairGoodFairFair-17235
March 201245.5FairGoodFairFair-17787
March 201027.7PoorSatisfactoryPoorFairSD17979
March 200826.1PoorSatisfactoryPoorFairSD21015
March 200646.5FairSatisfactoryFairFairFO21926
March 200446.2FairSatisfactoryFairFairFO21709
April 200247.0FairSatisfactoryFairFairFO18897
May 200049.4FairSatisfactoryFairFairFO18562
April 199813.2FairSatisfactoryFairFairFO18234
April 199613.2FairSatisfactoryFairFair-18225
April 199411.2FairSatisfactoryFairFair-17500
May 199227.9PoorSatisfactoryPoorPoor-104
April 199128.7FairSatisfactoryFairFair-25630

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.2,0089171,09100
Steel Protective Coatingsq. ft.129,038129,038000
Deck
Reinforced Concrete Decksq. ft.50,19747,1853,01200
Wearing Surfacessq. ft.46,15843,3892,76900
Superstructure
Steel Floor Beamlinear ft.6976286900
Steel Protective Coatingsq. ft.129,038129,038000
Substructure
Steel Columneach3030000
Steel Protective Coatingsq. ft.118,285118,285000
Reinforced Concrete Abutmentlinear ft.4133080
Reinforced Concrete Pile Cap/Footinglinear ft.3603600
Joints
Other Jointlinear ft.2241507400
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,3082,304040