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SR-243 (J.I.A.) over PICKETT BRANCH

Map 

Coordinates:
+30.46750, -81.66833
30°28'03" N, 81°40'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-243 (J.I.A.) over PICKETT BRANCH
Structure number:720691
Location:JIA S ACCESS RD/PICKETT B
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:31.5 ft. [9.6 m]
Total length:83.3 ft. [25.4 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:117.5 ft. [35.8 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:2003
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,300 [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:Very Good [8 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 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 determined to be stable for assessed or calculated scour condition. [5]
Operating rating:54.7 tons [49.7 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201695.3GoodGoodGoodVery Good-17300
June 201495.6GoodGoodGoodVery Good-16100
June 201295.5GoodGoodGoodVery Good-16600
June 201095.2GoodGoodGoodVery Good-18200
June 200894.7GoodGoodGoodVery Good-20500
June 200696.8GoodGoodGoodVery Good-9551
June 200496.9GoodGoodGoodExcellent-9051