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CR 800S over VESTAL BRANCH

Map

Coordinates:
+38.95694, -85.25556
38°57'25" N, 85°15'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 800S over VESTAL BRANCH
Structure number:6900018
Location:00.02 W OF CR 225W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:58.1 ft. [17.7 m]
Total length:60.7 ft. [18.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:475 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:85.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201685.9GoodGoodGoodGood-475
November 201485.9GoodGoodGoodGood-475
November 201285.9GoodGoodGoodGood-465
November 201086.9GoodGoodGoodGood-465
August 200885.9GoodGoodVery GoodVery Good-465
May 200684.4GoodGoodGoodGood-465
May 200484.9GoodGoodGoodGood-440
May 200284.9GoodGoodGoodGood-440
January 200083.4GoodGoodGoodGood-440
January 199884.9GoodGoodGoodGood-440
April 199685.9GoodGoodGoodGood-400
April 199483.4GoodGoodGoodGood-400
February 199284.4GoodGoodGoodGood-400
February 199086.4GoodGoodGoodGood-400