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I-70 over OVER ALUM CREEK DRIVE

Map

Coordinates:
+39.95083, -82.94417
39°57'03" N, 82°56'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 over OVER ALUM CREEK DRIVE
Structure number:2505169
Location:0.91 MI E OF KELTON AVE.
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:75.8 ft. [23.1 m]
Total length:194.2 ft. [59.2 m]
Roadway width between curbs:141.1 ft. [43.0 m]
Deck width edge-to-edge:147.0 ft. [44.8 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1966
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:123,004 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201684.2GoodVery GoodVery GoodVery Good-123004
June 201583.9GoodVery GoodVery GoodVery Good-126010
July 201483.9GoodVery GoodVery GoodVery Good-126010
May 201383.9GoodVery GoodVery GoodVery Good-126010
April 201283.9GoodVery GoodVery GoodVery Good-126010
June 201183.9GoodVery GoodVery GoodVery Good-126010
June 201083.5GoodVery GoodVery GoodVery Good-130700
September 200983.5GoodVery GoodVery GoodVery Good-130700
November 200883.5GoodVery GoodVery GoodVery Good-130700
October 200783.5GoodVery GoodVery GoodVery Good-130700
March 200684.4GoodVery GoodVery GoodVery Good-120570
March 200583.7GoodVery GoodVery GoodVery Good-127740
August 200383.7GoodVery GoodVery GoodVery Good-127740
September 200284.9GoodExcellentExcellentExcellent-115410
March 200070.2FairGoodGoodFair-115410
December 199870.2FairGoodGoodFair-115410
June 199654.0PoorGoodGoodPoorSD118160
September 199537.0PoorGoodGoodSeriousSD118160
August 199437.0PoorSatisfactorySatisfactorySeriousSD118160
June 199382.7FairSatisfactorySatisfactorySatisfactoryFO118160
June 199236.0PoorFairSatisfactorySeriousSD118160
May 199151.0PoorFairSatisfactoryPoorSD118160

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,3003,300000
Steel Protective Coatingsq. ft.37,35137,351000
Deck
Reinforced Concrete Decksq. ft.28,56828,5462200
Wearing Surfacessq. ft.27,40127,3762500
Substructure
Reinforced Concrete Columneach2424000
Reinforced Concrete Abutmentlinear ft.330329100
Reinforced Concrete Pier Caplinear ft.330330000
Joints
Strip Seal Jointlinear ft.330325500
Bearings
Movable Bearingeach72363600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.389389000