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SR 19 over WISLER DITCH

Map 

Coordinates:
+41.49667, -86.00167
41°29'48" N, 86°00'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 19 over WISLER DITCH
Structure number:005140
Location:00.79 S SR 119
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:11.2 ft. [3.4 m]
Total length:25.6 ft. [7.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1985
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:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:11,499 [as of 2014]
Truck traffic:20% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201596.8Not deficient---11499
August 201396.7Not deficient---11787
August 201196.7Not deficient---11787
September 200996.7Not deficient---11787
September 200796.7Not deficient---11787
September 200596.7Not deficient---11787
September 200396.8Not deficient---11556
September 200196.7Not deficient---11556
September 199997.1Not deficient---10254
October 199797.1Not deficient---10254
September 199597.0Not deficient---9975
November 199396.6Not deficient---11400
March 199296.6Not deficient---11400
July 199096.6Not deficient---11400