I-95 NB (SR-9) over W. ASHLEY ST.


+30.33361, -81.67083
30°20'01" N, 81°40'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-95 NB (SR-9) over W. ASHLEY ST.
Structure number:720169
Location:I-95NB OVER W. ASHLEY ST.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:53.2 ft. [16.2 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:80.4 ft. [24.5 m]
Deck width edge-to-edge:83.3 ft. [25.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1983
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:65,250 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:84.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201484.0Not deficientGoodGoodGood65250
June 201284.0Not deficientGoodGoodGood68500
June 201084.0Not deficientGoodGoodGood74000
June 200884.0Not deficientGoodGoodGood59000
June 200690.4Not deficientGoodGoodGood69250
June 200494.5Not deficientGoodVery GoodVery Good73750
June 200295.1Not deficientGoodVery GoodVery Good63000
May 200095.4Not deficientGoodVery GoodVery Good55500
May 199891.1Functionally obsoleteGoodVery GoodVery Good59500
June 199691.1Not deficientGoodVery GoodVery Good73750
June 199493.7Not deficientGoodVery GoodVery Good56975
June 199293.8Not deficientGoodVery GoodVery Good56185
July 199088.7Not deficientGoodVery GoodVery Good53440