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JULINGTON CREEK RD over OLDFIELD CREEK

Map

Coordinates:
+30.13833, -81.60639
30°08'18" N, 81°36'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:JULINGTON CREEK RD over OLDFIELD CREEK
Structure number:724326
Location:0.2 MI E OF HILLWOOD RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:1985
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:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:67.8 tons [61.6 metric tons]
Sufficiency rating:93.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201693.5FairFairGoodGood-6000
December 201493.6FairFairGoodGood-5900
December 201293.5FairFairGoodGood-6001
December 201093.5FairFairGoodGood-6001
December 200893.5FairFairGoodGood-6001
December 200693.5FairFairGoodGood-6001
December 200493.5FairFairGoodGood-6001
December 200293.5FairFairGoodGood-6001
December 200095.4FairFairGoodGood-4321
December 199896.4FairFairGoodGood-4321
December 199697.4FairFairGoodGood-4321
January 199597.3FairFairGoodGood-4321
January 199397.4FairSatisfactoryGoodVery Good-4321
January 199197.4FairSatisfactoryVery GoodVery Good-4321