Share:

RAMP Q RD over LR 1039 RAMPS A&B (F&G)

Map

Coordinates:
+40.43833, -80.00833
40°26'18" N, 80°00'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RAMP Q RD over LR 1039 RAMPS A&B (F&G)
Structure number:000000000002817
Old structure number:028039052006360 (from 1992 edition)
Location:ON RAMP FROM LIBERTY AVE.
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:88.9 ft. [27.1 m]
Total length:316.9 ft. [96.6 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1996
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 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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,607 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:79.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201679.9FairGoodGoodSatisfactoryFO3607
December 201483.8FairGoodGoodSatisfactoryFO4020
December 201283.0FairGoodGoodSatisfactoryFO8860
December 201083.0FairGoodGoodSatisfactoryFO8921
December 200882.9GoodGoodGoodGoodFO9171
December 200683.0GoodGoodGoodGoodFO9025
December 200475.3GoodGoodGoodGood-8830
December 200275.3GoodGoodGoodGood-8605
December 200075.4GoodGoodGoodGood-8453
December 199857.5PoorPoorSatisfactorySatisfactory-8141
December 199663.8PoorPoorSatisfactorySatisfactory-7856
May 199435.6PoorFairSatisfactoryPoorSD7543
May 199235.7PoorFairSatisfactoryPoorSD7424