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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6161000
Prestressed Concrete Pileeach3830260
Reinforced Concrete Pier Caplinear ft.340335230
Joints
Pourable Jointlinear ft.380037802
Bridge Rail
Other Material Bridge Raillinear ft.372370200