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JULINGTON CREEK RD over CORMORANT BRANCH

Map

Coordinates:
+30.14056, -81.62111
30°08'26" N, 81°37'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:JULINGTON CREEK RD over CORMORANT BRANCH
Structure number:720498
Location:100FT E OF CORMORANT DR
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:8
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,000 [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: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 determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:96.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201696.9GoodGoodGoodGood-6000
December 201496.9GoodGoodGoodGood-5900
December 201296.9GoodGoodGoodGood-5991
December 201097.9GoodGoodGoodGood-5991
December 200898.2GoodGoodGoodGood-5991
December 200697.2GoodGoodGoodGood-5991
December 200497.2GoodGoodGoodGood-5991
December 200297.2GoodGoodGoodGood-5991
December 200099.8GoodGoodGoodGood-1351
December 199899.8GoodGoodGoodGood-1351
December 199699.8GoodGoodGoodGood-1351
December 199499.8GoodGoodGoodGood-1351
December 199294.5GoodGoodGoodGood-1351
December 199094.5Good-GoodGood-1351