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SAMUEL MOORE PKWY over BRANCH OF WHITE LICK RIV

Map

Coordinates:
+39.62389, -86.30722
39°37'26" N, 86°18'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SAMUEL MOORE PKWY over BRANCH OF WHITE LICK RIV
Structure number:5500130
Location:00.34 W OF SR 67
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:61.0 ft. [18.6 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:43.6 ft. [13.3 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:45°
Owner:County Highway Agency [02]
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,216 [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 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:98.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201698.3FairGoodGoodSatisfactory-5216
August 201498.1FairGoodGoodSatisfactory-6240
August 201298.2FairGoodGoodSatisfactory-5430
August 201098.2FairGoodGoodSatisfactory-5430
March 200898.3GoodVery GoodVery GoodGood-5050
March 200698.3GoodVery GoodVery GoodGood-5050
March 200499.3GoodVery GoodVery GoodGood-4800
April 200299.3GoodVery GoodVery GoodGood-4800
April 200099.3GoodVery GoodVery GoodGood-4800
May 199899.3GoodVery GoodVery GoodGood-4800
May 199699.3GoodVery GoodVery GoodGood-4760
May 19944.0PoorPoorPoorPoorSD4760
June 19922.0PoorSeriousCriticalCriticalSD4760
June 19902.0PoorSeriousCriticalCriticalSD4800