Share:

5TH STREET over SIX MILE CREEK

Map 

Coordinates:
+30.34361, -81.73667
30°20'37" N, 81°44'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:5TH STREET over SIX MILE CREEK
Structure number:724039
Location:0.2 MI W OF EDGEWOOD AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2014 

Status:Posted for load [P]
Average daily traffic:6,701 [as of 2014]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:31.9 tons [29.0 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:33.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,226,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201433.4Structurally deficientGoodGoodPoor6701
July 201233.4Structurally deficientGoodGoodPoor6701
July 201033.4Structurally deficientGoodGoodPoor6701
July 200849.0Functionally obsoleteGoodGoodFair6701
July 200647.4Functionally obsoleteGoodGoodFair6701
July 200447.4Functionally obsoleteGoodGoodFair6701
July 200247.4Functionally obsoleteGoodGoodFair6701
July 200047.4Functionally obsoleteGoodGoodFair6701
July 199857.9Functionally obsolete---6701
July 199656.5Functionally obsoleteGoodGoodSatisfactory6701
August 199455.6Functionally obsoleteSatisfactorySatisfactoryGood6701
August 199255.6Functionally obsoleteSatisfactorySatisfactorySatisfactory6701
September 199056.6Functionally obsolete-SatisfactoryGood6701