CR 1000E over PIPE CREEK


+39.26583, -85.07556
39°15'57" N, 85°04'32" 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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201697.5GoodGoodGoodGood-150
October 201497.5GoodGoodGoodGood-150
November 201297.5GoodGoodGoodGood-150
November 201097.5GoodGoodGoodGood-150
September 200897.5GoodGoodGoodVery Good-145
May 200696.0GoodGoodVery GoodVery Good-145
May 200497.5GoodVery GoodVery GoodVery Good-135
April 200297.5GoodVery GoodVery GoodVery Good-135
January 200096.0GoodVery GoodVery GoodVery Good-135
January 199815.7PoorSatisfactoryFairPoorSD135
June 199615.8PoorSatisfactoryFairPoorSD125
April 199415.8PoorSatisfactoryFairPoorSD125
February 199219.5PoorSatisfactoryPoorFairSD125
February 199027.3PoorSatisfactoryPoorSatisfactorySD100