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US-1 (SR-15) over PEARL ST.

Map 

Coordinates:
+30.35611, -81.65833
30°21'22" N, 81°39'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-1 (SR-15) over PEARL ST.
Structure number:720035
Location:US-1 (SR-15) / PEARL ST.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:65.0 ft. [19.8 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:98.1 ft. [29.9 m]
Deck width edge-to-edge:105.0 ft. [32.0 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2002
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]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:42,000 [as of 2013]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
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:66.8 tons [60.7 metric tons]
Inventory rating:41.8 tons [38.0 metric tons]
Sufficiency rating:87.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$285,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201487.7Not deficientSatisfactoryGoodGood42000
December 201288.3Not deficientSatisfactoryGoodGood38000
December 201087.4Not deficientSatisfactoryGoodGood43500
December 200892.1Not deficientSatisfactoryGoodGood48500
December 200692.0Not deficientSatisfactoryGoodGood49500
December 200490.9Not deficientGoodVery GoodGood52000
December 200290.0Not deficientGoodVery GoodGood58000
January 200183.0Not deficientGoodVery GoodGood53000
February 199979.9Functionally obsoleteGoodVery GoodGood52000
February 199778.2Functionally obsoleteGoodVery GoodGood56000
February 199575.4Functionally obsoleteGoodVery GoodVery Good51500
February 199374.4Functionally obsoleteSatisfactoryVery GoodVery Good56975
March 199174.0Functionally obsoleteSatisfactoryVery GoodVery Good59185