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SR-228 (LEG E) over ADAMS ST. FROM HART RAMP

Map 

Coordinates:
+30.32639, -81.64944
30°19'35" N, 81°38'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-228 (LEG E) over ADAMS ST. FROM HART RAMP
Structure number:720488
Location:ADAMS ST./ WASHINGTON ST.
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:157.2 ft. [47.9 m]
Total length:1828.2 ft. [557.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance above deck:18.7 ft. [5.7 m]
Vertical clearance below bridge:15.1 ft. [4.6 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:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:3,700 [as of 2013]
Truck traffic:2% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:30.5 tons [27.7 metric tons]
Sufficiency rating:92.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201492.3Not deficientSatisfactoryGoodGood3700
April 201292.4Not deficientGoodGoodGood3200
April 201092.3Not deficientGoodGoodGood4101
April 200892.3Not deficientGoodGoodGood4101
April 200692.3Not deficientGoodGoodGood4051
April 200492.5Not deficientGoodGoodGood4051
April 200292.5Not deficientGoodGoodGood4001
March 200091.3Not deficientGoodGoodGood6800
March 199891.9Not deficientGoodGoodGood4770
April 199693.5Not deficientGoodVery GoodGood4250
April 199493.5Not deficientGoodVery GoodGood5000
April 199291.6Not deficientGoodVery GoodGood3578
February 199091.5Not deficientGoodGoodGood5597