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SR-85 MP 10.430 over WILKERSON CREEK

Map

Coordinates:
+31.16667, -85.78333
31°10'00" N, 85°46'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-85 MP 10.430 over WILKERSON CREEK
Structure number:015909
Location:IN BELLWOOD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:41.0 ft. [12.5 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1994
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:6
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:74.6 tons [67.8 metric tons]
Inventory rating:51.8 tons [47.1 metric tons]
Sufficiency rating:98.8
Estimated cost of work:$2,699,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201798.8GoodVery GoodVery GoodVery Good-1900
March 201598.8GoodVery GoodVery GoodVery Good-1900
March 201398.8GoodVery GoodVery GoodVery Good-1950
March 201198.9GoodVery GoodVery GoodVery Good-1880
March 200998.9GoodVery GoodVery GoodVery Good-1750
March 200799.0GoodVery GoodVery GoodVery Good-1690
March 200598.9GoodVery GoodVery GoodVery Good-1850
March 200398.9GoodVery GoodExcellentExcellent-1840
March 200198.8GoodVery GoodExcellentExcellent-1900
March 199998.6GoodVery GoodExcellentExcellent-2160
March 199798.7GoodVery GoodExcellentExcellent-2040
March 199598.9GoodExcellentExcellentExcellent-1610
May 199498.9GoodExcellentExcellentExcellent-1560