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RAMP D ON over MARGARET,MILNOR,ARAMINGO

Map

Coordinates:
+40.02333, -75.07667
40°01'24" N, 75°04'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RAMP D ON over MARGARET,MILNOR,ARAMINGO
Structure number:000000000039402
Old structure number:678019026003580 (from 1992 edition)
Location:ARAMINGO AVE.INTER3481H10
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:102.0 ft. [31.1 m]
Total length:519.1 ft. [158.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:14.4 ft. [4.4 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+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,177 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:40.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,470,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201540.3FairFairFairSatisfactoryFO15177
October 201358.9FairFairFairSatisfactoryFO14377
October 201159.9FairFairFairSatisfactoryFO13375
October 200970.3FairSatisfactoryFairSatisfactoryFO47
October 200754.3PoorSatisfactoryFairPoorSD47
October 200536.9PoorSatisfactoryFairPoorSD47
September 200336.9PoorSatisfactoryFairPoorSD45
October 200136.9PoorSatisfactoryFairPoorSD43
February 199936.9PoorSatisfactoryFairPoorSD43
December 199641.9FairSatisfactoryFairFair-39
January 199538.9PoorSatisfactoryFairPoorSD37