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:155.8 ft. [47.5 m]
Total length:486.9 ft. [148.4 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:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:2,983 [as of 2014]
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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:94.7 tons [86.1 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.8
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201480.8Functionally obsoleteGoodGoodGood2983
July 201280.7Functionally obsoleteGoodGoodGood4226
July 201080.7Functionally obsoleteGoodGoodGood4255
July 200879.3Functionally obsoleteGoodGoodGood12217
July 200679.3Not deficientGoodGoodGood12023
July 200479.6Not deficientGoodGoodGood11763
July 200277.6Functionally obsoleteVery GoodGoodGood11464
July 200077.6Functionally obsoleteExcellentGoodGood11260
20000.0Not applicable---13186
July 199848.6Structurally deficientPoorSatisfactoryPoor10844
May 199647.9Structurally deficientPoorSatisfactoryPoor10464
May 199449.3Structurally deficientPoorSatisfactoryPoor10048
May 199249.3Structurally deficientPoorSatisfactoryPoor9890