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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.9290200
Reinforced Concrete Pier Caplinear ft.8885030
Joints
Pourable Jointlinear ft.8585000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1491272200
Deck
Reinforced Concrete Slabsq. ft.3,1563,00474780
Wearing Surfacessq. ft.2,9332,707211150