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INTERSTATE 95 over SHUNK ST.TO MIFFLIN ST.

Map 

Coordinates:
+39.92394, -75.14722
39°55'26" N, 75°08'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 95 over SHUNK ST.TO MIFFLIN ST.
Structure number:000000000038552
Old structure number:670095019000000 (from 1992 edition)
Location:S.PHILA 3700G04
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:79.1 ft. [24.1 m]
Total length:2978.2 ft. [907.7 m]
Roadway width between curbs:135.8 ft. [41.4 m]
Deck width edge-to-edge:139.8 ft. [42.6 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1967
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:44
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:120,040 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:65.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$77,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201565.5Not deficientSatisfactoryFairSatisfactory120040
October 201365.4Not deficientSatisfactoryFairSatisfactory116907
October 201166.1Not deficientSatisfactoryFairSatisfactory42475
October 200965.5Not deficientSatisfactoryFairSatisfactory41449
October 200763.2Not deficientFairFairFair97485
October 200546.9Structurally deficientFairFairPoor91975
September 200346.9Structurally deficientFairFairPoor91975
October 200146.9Structurally deficientFairFairPoor91975
February 199946.9Structurally deficientFairFairPoor91975
20000.0Not applicable---3425
December 199685.0Not deficientSatisfactorySatisfactorySatisfactory26800
January 199574.0Not deficientSatisfactoryFairFair26800
March 199374.0Not deficientSatisfactorySatisfactoryFair26800
March 199174.0Not deficientSatisfactorySatisfactoryFair26800