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PIPE CREEK ROAD over PIPE CREEK

Map

Coordinates:
+39.29556, -85.11611
39°17'44" N, 85°06'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PIPE CREEK ROAD over PIPE CREEK
Structure number:6900104
Location:00.21 E OF ST. MARY'S ROA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:33.8 ft. [10.3 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:30 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:66.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201666.9FairFairFairSatisfactoryFO30
October 201480.9FairSatisfactorySatisfactoryGood-30
November 201280.9FairSatisfactorySatisfactoryGood-30
November 201080.2FairSatisfactorySatisfactoryGood-100
September 200873.9FairSatisfactoryGoodGoodFO115
May 200671.8FairSatisfactoryGoodVery GoodFO115
May 200474.0FairSatisfactoryGoodVery GoodFO110
April 200274.0FairSatisfactoryGoodVery GoodFO110
January 200076.8GoodGoodGoodVery GoodFO110
January 199876.8GoodGoodGoodVery GoodFO110
June 199680.9GoodGoodGoodVery Good-100
April 199481.8GoodGoodGoodVery Good-100
February 199285.5GoodVery GoodVery GoodVery Good-100
February 199083.5GoodVery GoodVery GoodVery Good-100