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GREENLAND ROAD over JULINGTON CREEK

Map 

Coordinates:
+30.16167, -81.55917
30°09'42" N, 81°33'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GREENLAND ROAD over JULINGTON CREEK
Structure number:724292
Location:2.4MI E OF ST AUGUSTINE R
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:42.0 ft. [12.8 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2015]
Truck traffic:1% 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:Superior to present desirable criteria [9]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:72.2 tons [65.6 metric tons]
Inventory rating:62.6 tons [56.9 metric tons]
Sufficiency rating:95.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$20,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201595.3Not deficientGoodGoodGood15000
January 201395.6Not deficientGoodGoodGood8641
January 201196.6Not deficientGoodGoodGood8641
January 200994.5Not deficientGoodGoodGood8641
January 200794.5Not deficientGoodGoodGood8641
January 200594.5Not deficientGoodGoodGood8641
January 200394.5Not deficientGoodGoodGood8641
January 200196.0Not deficientSatisfactorySatisfactoryGood8641
January 199997.0Not deficientGoodGoodGood8641
January 199797.0Not deficientGoodGoodGood8641
March 199597.0Not deficientSatisfactorySatisfactoryGood8641
March 199391.1Not deficientSatisfactorySatisfactoryGood8641
April 199191.1Not deficient-SatisfactoryGood8641