Share:

SR 0279 SH over LR805-RAMPJ-LR02302

Map

Coordinates:
+40.49381, -80.01133
40°29'38" N, 80°00'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0279 SH over LR805-RAMPJ-LR02302
Structure number:000000000002032
Old structure number:026279007003300 (from 1992 edition)
Location:LR 1021 HOV OVER LR 805
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:154.9 ft. [47.2 m]
Total length:799.9 ft. [243.8 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:85°
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:7
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: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,183 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:91.2
Estimated cost of work:$2,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201591.2FairSatisfactoryGoodSatisfactoryFO5183
July 201391.6FairSatisfactoryGoodSatisfactoryFO2926
July 201193.5FairSatisfactoryGoodSatisfactoryFO3020
July 200993.5FairSatisfactoryGoodSatisfactoryFO3571
July 200781.4FairFairGoodFairFO3571
July 200567.2FairFairGoodFairFO3479
July 200368.2FairSatisfactoryGoodFairFO3485
July 200151.9PoorSatisfactoryGoodPoorSD3423
August 199966.4FairGoodVery GoodFairFO2568
July 199785.2FairGoodVery GoodFair-4658
July 199597.3GoodGoodVery GoodGood-4576
July 1993100.0GoodVery GoodVery GoodGood-100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,1603,1283200
Steel Protective Coatingsq. ft.75,27275,272000
Deck
Reinforced Concrete Decksq. ft.25,63924,3571,28200
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.7777000
Steel Pier Caplinear ft.2929000
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Pier Caplinear ft.145145000
Joints
Assembly without Seal Jointlinear ft.3232000
Other Jointlinear ft.3232000
Bearings
Pot Bearingeach3232000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,5921,592000