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CR 225W over BRANCH OF SUGAR CREEK

Map

Coordinates:
+40.04361, -86.94611
40°02'37" N, 86°56'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 225W over BRANCH OF SUGAR CREEK
Structure number:5400074
Location:00.50 N of Wabash St
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:1998
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 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:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 2016100.0GoodGoodGoodVery Good-80
April 2014100.0GoodGoodGoodVery Good-80
June 2012100.0GoodGoodGoodVery Good-73
July 201095.0GoodVery GoodGoodVery Good-71
May 200895.0GoodVery GoodVery GoodVery Good-61
May 200695.0GoodVery GoodVery GoodVery Good-61
July 200495.0GoodVery GoodVery GoodVery Good-61
June 200295.0GoodVery GoodVery GoodVery Good-61
May 2000100.0GoodVery GoodExcellentExcellent-61
September 1998100.0------
July 199612.0PoorPoorFairPoorSD414
January 199515.7PoorSatisfactoryFairPoorSD414
January 199224.4PoorFairFairPoorSD100
February 199022.2FairSatisfactoryFairFairSD100