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I 279 RAMP F over I-279 NB RAMP D ALLGY RI

Map 

Coordinates:
+40.45000, -80.01667
40°27'00" N, 80°01'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 279 RAMP F over I-279 NB RAMP D ALLGY RI
Structure number:000000000001027
Old structure number:020279006500000 (from 1992 edition)
Location:LR1039 LOWER APPR FT DUQ
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:122.1 ft. [37.2 m]
Total length:351.1 ft. [107.0 m]
Roadway width between curbs:27.6 ft. [8.4 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:29.9 ft. [9.1 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1985
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:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,759 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:95.8 tons [87.1 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:70.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$421,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201670.1FairSatisfactorySatisfactorySatisfactoryFO14759
March 201469.8FairSatisfactorySatisfactorySatisfactoryFO15916
March 201269.8FairSatisfactorySatisfactorySatisfactoryFO16091
December 201170.5GoodGoodGoodGoodFO12439
January 201065.0FairSatisfactorySatisfactorySatisfactoryFO40321
August 200765.2FairSatisfactorySatisfactorySatisfactoryFO39380
February 200760.0FairSatisfactorySatisfactorySatisfactoryFO68915
February 200366.8FairSatisfactorySatisfactorySatisfactoryFO53133
March 200167.0FairSatisfactorySatisfactorySatisfactoryFO52088
March 199967.3FairSatisfactorySatisfactorySatisfactoryFO50565
April 199767.7FairSatisfactorySatisfactorySatisfactoryFO48459
March 199567.5FairSatisfactorySatisfactorySatisfactoryFO46125
April 199374.5FairSatisfactorySatisfactorySatisfactoryFO12034
February 199171.6FairSatisfactorySatisfactorySatisfactoryFO26499