+30.29250, -81.70833
30°17'33" N, 81°42'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR-211 over AZALEA CREEK
Structure number:720007
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:32.2 ft. [9.8 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:59.7 ft. [18.2 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1922
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,100 [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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:51.8 tons [47.1 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:95.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201695.8GoodGoodGoodGood-9100
November 201495.9GoodGoodGoodGood-8300
November 201295.7GoodGoodGoodGood-9400
November 201091.7GoodGoodGoodGood-9700
November 200891.6GoodGoodGoodGood-10000
November 200691.4GoodGoodGoodGood-11500
November 200491.4GoodGoodGoodGood-11500
November 200291.3GoodGoodGoodGood-12000
November 200091.8GoodGoodGoodGood-8900
November 199891.3GoodGoodGoodGood-12000
November 199691.0GoodGoodVery GoodVery Good-12500
November 199495.0GoodGoodVery GoodVery Good-6300
November 199294.6GoodGoodVery GoodVery Good-9380
January 199194.3GoodGoodVery GoodVery Good-11065