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FT DUQ TO 10 ST over 1039 RP.D & ALLEG.RIVER

Map

Coordinates:
+40.43999, -80.00921
40°26'24" N, 80°00'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FT DUQ TO 10 ST over 1039 RP.D & ALLEG.RIVER
Structure number:000000000002820
Old structure number:028041027000000 (from 1992 edition)
Location:FORT DUQ SOUTH APPROACH
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:124.0 ft. [37.8 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1988
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:2
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: February 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,039 [as of 2014]
Truck traffic:7% 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:69.9 tons [63.5 metric tons]
Sufficiency rating:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201577.0FairSatisfactorySatisfactorySatisfactoryFO3039
February 201377.0FairSatisfactorySatisfactorySatisfactoryFO3039
February 201177.0FairVery GoodSatisfactoryGoodFO17245
February 200977.0FairSatisfactorySatisfactorySatisfactoryFO3750
February 200777.0FairSatisfactorySatisfactorySatisfactoryFO3690
March 200381.0FairSatisfactorySatisfactorySatisfactoryFO3518
March 200181.0FairSatisfactorySatisfactorySatisfactoryFO3456
April 199981.0FairSatisfactorySatisfactorySatisfactoryFO3395
April 199781.0FairSatisfactorySatisfactorySatisfactoryFO3269
May 199595.0FairSatisfactorySatisfactorySatisfactory-3133
April 199395.0FairSatisfactorySatisfactorySatisfactory-3035
May 199195.0FairSatisfactorySatisfactorySatisfactory-11000