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GROUNDS RD over BRANCH OF BURKHART CREEK

Map

Coordinates:
+39.41944, -86.46694
39°25'10" N, 86°28'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GROUNDS RD over BRANCH OF BURKHART CREEK
Structure number:5500148
Location:00.27 W OF 450 S
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:26.9 ft. [8.2 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1997
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:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
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:140 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:90.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201690.0FairSatisfactorySatisfactoryGood-140
August 201490.0GoodGoodGoodGood-140
August 201292.0GoodGoodGoodGood-120
September 201092.0GoodGoodGoodGood-120
April 200892.0GoodGoodGoodVery Good-110
March 200692.0GoodVery GoodGoodVery Good-110
March 200499.0GoodVery GoodGoodVery Good-100
April 200299.0GoodVery GoodGoodVery Good-100
April 200099.0GoodVery GoodGoodVery Good-100
May 199899.0GoodVery GoodVery GoodVery Good-100
May 199650.0FairFairSatisfactorySatisfactorySD60
May 199451.0FairSatisfactorySatisfactorySatisfactorySD60
June 199253.0GoodGoodGoodGoodSD60
June 199051.0GoodGoodGoodGoodSD100