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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 2014 

Status:Open, no restriction [A]
Average daily traffic:5,900 [as of 2014]
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:93.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201493.6Not deficientFairGoodGood5900
December 201293.5Not deficientFairGoodGood6001
December 201093.5Not deficientFairGoodGood6001
December 200893.5Not deficientFairGoodGood6001
December 200693.5Not deficientFairGoodGood6001
December 200493.5Not deficientFairGoodGood6001
December 200293.5Not deficientFairGoodGood6001
December 200095.4Not deficientFairGoodGood4321
December 199896.4Not deficientFairGoodGood4321
December 199697.4Not deficientFairGoodGood4321
January 199597.3Not deficientFairGoodGood4321
January 199397.4Not deficientSatisfactoryGoodVery Good4321
January 199197.4Not deficientSatisfactoryVery GoodVery Good4321