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CR 200S over ELKENBERRY DITCH

Map 

Coordinates:
+40.80000, -85.37472
40°47'60" N, 85°22'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 200S over ELKENBERRY DITCH
Structure number:3500023
Location:01.10 W OF S CLARK RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.7 ft. [11.5 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:17°
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:100 [as of 2014]
Truck traffic:2% 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:Equal to present minimum criteria [6]
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:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201696.0Not deficientGoodGoodGood100
February 201496.0Not deficientGoodGoodGood100
February 201296.0Not deficientGoodGoodVery Good100
March 201097.0Not deficientGoodGoodVery Good100
March 200896.0Not deficientVery GoodVery GoodVery Good100
April 200696.0Not deficientVery GoodVery GoodVery Good100
January 200496.0Not deficientVery GoodVery GoodVery Good100
February 200273.2Not deficientSatisfactorySatisfactoryFair100
February 200074.9Not deficientSatisfactorySatisfactoryFair100
January 199874.7Not deficientSatisfactorySatisfactoryFair100
September 199576.7Not deficientSatisfactorySatisfactoryFair100
September 199376.7Not deficientSatisfactorySatisfactoryFair100
August 199193.7Not deficientGoodGoodGood100