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

Map 

Coordinates:
+30.32722, -81.58194
30°19'38" N, 81°34'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-10A EB SVC. RD. over MILL CREEK
Structure number:720148
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:526.9 ft. [160.6 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:17
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 2015]
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 assessed or calculated scour condition. [5]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Sufficiency rating:92.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,192,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201592.9Not deficientGoodGoodSatisfactory1001
December 201397.9Not deficientGoodGoodGood701
December 201197.9Not deficientGoodGoodGood701
December 200997.9Not deficientGoodGoodGood701
December 200790.9Not deficientGoodGoodGood701
December 200590.9Not deficientGoodGoodGood651
December 200390.9Not deficientGoodGoodGood651
January 200278.5Functionally obsoleteGoodGoodGood25000
February 200078.6Functionally obsoleteGoodVery GoodGood23500
March 199877.4Functionally obsoleteGoodVery GoodGood10001
March 199676.8Functionally obsoleteGoodVery GoodGood10001
March 199477.0Functionally obsoleteGoodVery GoodGood10001
April 199275.9Functionally obsolete-Very GoodGood21914
April 199077.3Functionally obsolete-Very GoodGood7001