RAMP N RD over LR1039 RPS A&B (F&G) MON


+40.44011, -80.00917
40°26'24" N, 80°00'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP N RD over LR1039 RPS A&B (F&G) MON
Structure number:000000000002814
Old structure number:028039050000000 (from 1992 edition)
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:67.9 ft. [20.7 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:153.9 ft. [46.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:2000
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,340 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:91.9 tons [83.5 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:78.8
Estimated cost of work:$1,677,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201678.8GoodGoodGoodGoodFO3340
July 201480.8GoodGoodGoodGoodFO2983
July 201280.7GoodGoodGoodGoodFO4226
July 201080.7GoodGoodGoodGoodFO4255
July 200879.3GoodGoodGoodGoodFO12217
July 200679.3GoodGoodGoodGood-12023
July 200479.6GoodGoodGoodGood-11763
July 200277.6GoodVery GoodGoodGoodFO11464
July 200077.6GoodExcellentGoodGoodFO11260
July 199848.6PoorPoorSatisfactoryPoorSD10844
May 199647.9PoorPoorSatisfactoryPoorSD10464
May 199449.3PoorPoorSatisfactoryPoorSD10048
May 199249.3PoorPoorSatisfactoryPoorSD9890

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,9161,8962000
Steel Protective Coatingsq. ft.64,51964,519000
Reinforced Concrete Decksq. ft.14,88614,73714900
Wearing Surfacessq. ft.13,176013,17600
Steel Floor Beamlinear ft.2832681500
Steel Protective Coatingsq. ft.32,25932,259000
Steel Columneach55000
Steel Protective Coatingsq. ft.21,50621,506000
Reinforced Concrete Columneach1111000
Reinforced Concrete Pier Walllinear ft.4040000
Reinforced Concrete Abutmentlinear ft.4242000
Reinforced Concrete Pier Caplinear ft.6767000
Compression Jointlinear ft.216216000
Movable Bearingeach1717000
Steel Protective Coatingsq. ft.43,01343,013000
Fixed Bearingeach99000
Steel Protective Coatingsq. ft.32,25932,259000
Pot Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.668668000