CR 1000E over PIPE CREEK


+39.26600, -85.07583
39°15'58" N, 85°04'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 1000E over PIPE CREEK
Structure number:6900102
Location:00.29 N OF CR 1300N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1999
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
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:150 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodGood15097.5
October 2014GoodGoodGoodGood15097.5
November 2012GoodGoodGoodGood15097.5
November 2010GoodGoodGoodGood15097.5
September 2008GoodGoodGoodVery Good14597.5
May 2006GoodGoodVery GoodVery Good14596.0
May 2004GoodVery GoodVery GoodVery Good13597.5
April 2002GoodVery GoodVery GoodVery Good13597.5
January 2000GoodVery GoodVery GoodVery Good13596.0
January 1998PoorSatisfactoryFairPoor13515.7
June 1996PoorSatisfactoryFairPoor12515.8
April 1994PoorSatisfactoryFairPoor12515.8
February 1992PoorSatisfactoryPoorFair12519.5
February 1990PoorSatisfactoryPoorSatisfactory10027.3