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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201591.9Not deficientGoodGoodSatisfactory1001
December 201391.9Not deficientGoodGoodSatisfactory1351
December 201191.9Not deficientGoodGoodSatisfactory1351
December 200990.9Not deficientGoodGoodGood1351
December 200782.4Not deficientGoodGoodGood1351
December 200582.4Not deficientGoodGoodGood1301
December 200382.4Not deficientGoodGoodGood1301
January 200276.4Functionally obsoleteGoodGoodGood26000
February 200076.5Functionally obsoleteGoodVery GoodGood25000
March 199877.4Functionally obsoleteGoodVery GoodGood10001
March 199676.8Functionally obsoleteGoodVery GoodGood10001
March 199477.0Functionally obsoleteGoodVery GoodGood10001
April 199275.7Functionally obsolete-Very GoodGood23458
April 199077.3Functionally obsolete-Very GoodGood7001