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RAMP D OF US-1 over RAMP CLW TO SCHUYLKILL

Map 

Coordinates:
+40.03012, -75.14661
40°01'48" N, 75°08'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP D OF US-1 over RAMP CLW TO SCHUYLKILL
Structure number:000000000039326
Old structure number:678004026009220 (from 1992 edition)
Location:RT76;US1 INTERCHA;3479J10
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:108.9 ft. [33.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:73°
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span 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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:29,266 [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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.8 tons [90.7 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:79.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201479.6Not deficientSatisfactorySatisfactorySatisfactory29266
June 201252.0Not deficientSatisfactorySatisfactoryPoor26638
June 201062.7Structurally deficientSatisfactorySatisfactoryPoor12102
June 200856.0Structurally deficientSatisfactorySatisfactoryPoor33965
June 200670.0Not deficientSatisfactorySatisfactoryFair33265
June 200470.0Not deficientSatisfactorySatisfactoryFair32481
April 200270.0Not deficientSatisfactoryGoodFair31313
October 199970.0Not deficientSatisfactoryGoodFair30605