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I-70 EB over BAYLISS STATE DITCH

Map

Coordinates:
+39.59194, -86.54528
39°35'31" N, 86°32'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 EB over BAYLISS STATE DITCH
Structure number:041750
Location:03.76 W SR 39
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:32.2 ft. [9.8 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,214 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:84.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$392,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201584.2FairFairFairGood-16214
September 201396.5FairSatisfactorySatisfactoryGood-16214
September 201196.5FairSatisfactorySatisfactorySatisfactory-16214
September 200984.2FairFairFairSatisfactory-16214
September 200796.5FairSatisfactorySatisfactorySatisfactory-16214
September 200597.2FairSatisfactorySatisfactorySatisfactory-16214
November 200397.3GoodGoodGoodGood-15896
November 200197.3GoodGoodGoodGood-15896
July 200097.4GoodGoodGoodGood-13680
July 199896.7GoodGoodGoodGood-13680
December 199795.9GoodGoodGoodGood-13680
December 199596.1GoodGoodGoodGood-14935
June 199493.0FairSatisfactorySatisfactoryGood-15400
May 199298.0FairSatisfactorySatisfactoryGood-15400
January 199098.0FairSatisfactorySatisfactorySatisfactory-15400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.9393000
Reinforced Concrete Abutmentlinear ft.9191000
Joints
Compression Jointlinear ft.91625240
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.163163000
Deck
Reinforced Concrete Slabsq. ft.3,5073,239242260