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COMMONWEALTH AVE over SIX MILE CREEK

Map 

Coordinates:
+30.34639, -81.81528
30°20'47" N, 81°48'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COMMONWEALTH AVE over SIX MILE CREEK
Structure number:724268
Location:.5 M W OF JONES RD CR 117
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:1977
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:771 [as of 2016]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:70.1 tons [63.7 metric tons]
Inventory rating:64.0 tons [58.2 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201698.9GoodGoodGoodGood-771
February 201498.9GoodGoodGoodGood-771
February 201287.8GoodGoodGoodGood-771
February 201087.8GoodGoodGoodGood-771
February 200899.8GoodGoodGoodGood-771
February 200699.8GoodGoodGoodGood-771
February 200482.4GoodGoodGoodGood-771
February 200282.4GoodGoodGoodGood-771
February 200097.8FairSatisfactoryGoodGood-771
February 199897.8FairSatisfactoryGoodGood-771
February 199697.8GoodGoodGoodGood-771
January 199498.0GoodGoodVery GoodGood-771
January 199298.0GoodGoodVery GoodGood-771