Share:

CR 150E over ROSS DITCH

Map

Coordinates:
+39.91250, -86.49639
39°54'45" N, 86°29'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 150E over ROSS DITCH
Structure number:3200014
Location:00.00 N OF CR 1025N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Wood or timber [7]
Main span design:Slab [01]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:90 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:31.9 tons [29.0 metric tons]
Sufficiency rating:95.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201695.9FairSatisfactorySatisfactorySatisfactory-90
June 201495.9FairSatisfactorySatisfactorySatisfactory-90
June 201295.9FairSatisfactorySatisfactorySatisfactory-81
September 201097.8FairSatisfactorySatisfactorySatisfactory-80
July 200897.8FairGoodSatisfactoryGood-74
August 200697.8FairGoodSatisfactoryVery Good-87
September 200497.8FairGoodSatisfactoryVery Good-79
September 200297.8FairGoodSatisfactoryVery Good-79
September 200097.9GoodVery GoodVery GoodVery Good-87
May 199897.8GoodVery GoodVery GoodVery Good-79
June 199697.8GoodVery GoodVery GoodVery Good-79
January 199597.8GoodVery GoodVery GoodVery Good-45
July 199297.8GoodVery GoodVery GoodVery Good-48
July 199096.0GoodVery GoodVery GoodVery Good-200