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