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SR-228A WB over US-90(SR-10) BEACH BLVD.

Map

Coordinates:
+30.29639, -81.61444
30°17'47" N, 81°36'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR-228A WB over US-90(SR-10) BEACH BLVD.
Structure number:720115
Location:EMERSON LEG / US-90
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:105.0 ft. [32.0 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
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+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: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,250 [as of 2015]
Truck traffic:2% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:75.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$562,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201775.6GoodGoodGoodGoodFO14250
January 201575.9GoodGoodGoodGoodFO11750
January 201375.9GoodGoodGoodGoodFO11750
January 201175.9GoodGoodGoodGoodFO11750
January 200975.6GoodGoodGoodGoodFO14000
January 200776.5GoodGoodGoodGoodFO6750
January 200577.3GoodGoodGoodGoodFO6750
January 200376.6GoodGoodGoodGoodFO12250
January 200176.6GoodGoodGoodGoodFO12250
February 199974.8GoodGoodVery GoodGoodFO9200
February 199778.2GoodGoodVery GoodGoodFO16500
February 199576.9GoodVery GoodVery GoodVery GoodFO11000
February 199377.0GoodVery GoodVery GoodVery GoodFO10565
March 199177.2GoodVery GoodVery GoodVery GoodFO8500