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RAMP G to FT. DUQ over ALLEG.RIV. FT DUQ WARF

Map 

Coordinates:
+40.44321, -80.00853
40°26'36" N, 80°00'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP G to FT. DUQ over ALLEG.RIV. FT DUQ WARF
Structure number:000000000002821
Old structure number:028041050000000 (from 1992 edition)
Location:RP.NB FROM 10TH ST.BYPASS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:125.0 ft. [38.1 m]
Total length:1008.9 ft. [307.5 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1968
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:8
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:3,859 [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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:76.9 tons [69.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:93.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201593.0FairSatisfactorySatisfactoryGood-3859
February 201392.0FairSatisfactorySatisfactoryGood-3859
February 201192.0FairFairSatisfactoryGood-17637
February 200992.0FairFairSatisfactorySatisfactory-3901
February 200792.0FairFairSatisfactorySatisfactory-3839
February 200592.0FairFairSatisfactorySatisfactory-3801
February 200393.0FairFairSatisfactorySatisfactory-4097
March 200193.0FairFairSatisfactorySatisfactory-4025
March 199982.0FairFairFairSatisfactory-3954
March 199779.8FairFairFairSatisfactory-3807
March 199581.0FairSatisfactoryFairSatisfactory-3649
March 199382.0FairSatisfactoryFairSatisfactory-3535