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SR-10A WB SVC. RD. over MILL CREEK

Map

Coordinates:
+30.32778, -81.58194
30°19'40" N, 81°34'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR-10A WB SVC. RD. over MILL CREEK
Structure number:720136
Location:SR-10A SVC.RD./ MILL CRK.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:30.8 ft. [9.4 m]
Total length:372.1 ft. [113.4 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:State Highway Agency [01]
Year built:1961
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:12
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,001 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.8 tons [72.5 metric tons]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:91.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$845,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201591.9FairGoodGoodSatisfactory-1001
December 201391.9FairGoodGoodSatisfactory-1351
December 201191.9FairGoodGoodSatisfactory-1351
December 200990.9GoodGoodGoodGood-1351
December 200782.4GoodGoodGoodGood-1351
December 200582.4GoodGoodGoodGood-1301
December 200382.4GoodGoodGoodGood-1301
January 200276.4GoodGoodGoodGoodFO26000
February 200076.5GoodGoodVery GoodGoodFO25000
March 199877.4GoodGoodVery GoodGoodFO10001
March 199676.8GoodGoodVery GoodGoodFO10001
March 199477.0GoodGoodVery GoodGoodFO10001
April 199275.7Good-Very GoodGoodFO23458
April 199077.3Good-Very GoodGoodFO7001