Share:

MILLERSBURG RD over BLUEGRASS CREEK

Map 

Coordinates:
+38.04917, -87.48194
38°02'57" N, 87°28'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MILLERSBURG RD over BLUEGRASS CREEK
Structure number:8200072
Location:00.50 W OF COUNTY LINE RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:82.4 ft. [25.1 m]
Total length:86.6 ft. [26.4 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:687 [as of 2012]
Truck traffic:2% 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: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 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 assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201695.8GoodGoodGoodGood-687
October 201490.7GoodGoodGoodGood-1282
November 201290.7GoodGoodGoodGood-1282
February 201190.7GoodGoodVery GoodVery Good-1282
November 200892.9GoodGoodVery GoodVery Good-1282
December 200692.9GoodVery GoodVery GoodVery Good-1244
October 200498.0GoodVery GoodVery GoodVery Good-200
September 200298.0GoodVery GoodVery GoodVery Good-200
May 200098.0GoodVery GoodVery GoodVery Good-200
June 199898.0GoodVery GoodVery GoodVery Good-200
November 199598.0GoodVery GoodVery GoodVery Good-200
November 199398.0GoodVery GoodVery GoodVery Good-200
May 199197.0GoodExcellentExcellentExcellent-160
February 198993.4GoodExcellentExcellentExcellent-1000