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US 30 EB over POLE RUN DITCH

Map

Coordinates:
+41.26667, -85.96167
41°16'00" N, 85°57'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 30 EB over POLE RUN DITCH
Structure number:008500
Location:04.74 E SR 19
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:24.0 ft. [7.3 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1972
Year reconstructed:2016
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:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,476 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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 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:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:99.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201599.3FairSatisfactorySatisfactoryGood-7476
December 201399.3FairSatisfactorySatisfactoryGood-7476
December 201199.3GoodGoodGoodGood-7476
December 200999.3GoodGoodGoodGood-7476
January 200893.0GoodGoodGoodGood-7476
January 200693.3GoodGoodGoodGood-7476
January 200493.3GoodGoodGoodGood-7329
January 200293.3FairSatisfactoryGoodGood-7329
January 200091.1GoodGoodGoodGood-6503
January 199891.1GoodGoodGoodGood-6503
January 199691.2GoodGoodGoodGood-6326
April 199491.1GoodGoodGoodGood-7100
June 199293.1GoodGoodGoodGood-7100
October 199098.9FairGoodSatisfactorySatisfactory-7100