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

Facts 

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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:126,010 [as of 2010]
Truck traffic:8% 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:83.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201583.9Not deficientVery GoodVery GoodVery Good126010
July 201483.9Not deficientVery GoodVery GoodVery Good126010
May 201383.9Not deficientVery GoodVery GoodVery Good126010
April 201283.9Not deficientVery GoodVery GoodVery Good126010
June 201183.9Not deficientVery GoodVery GoodVery Good126010
June 201083.5Not deficientVery GoodVery GoodVery Good130700
September 200983.5Not deficientVery GoodVery GoodVery Good130700
November 200883.5Not deficientVery GoodVery GoodVery Good130700
October 200783.5Not deficientVery GoodVery GoodVery Good130700
March 200684.4Not deficientVery GoodVery GoodVery Good120570
March 200583.7Not deficientVery GoodVery GoodVery Good127740
August 200383.7Not deficientVery GoodVery GoodVery Good127740
September 200284.9Not deficientExcellentExcellentExcellent115410
March 200070.2Not deficientGoodGoodFair115410
December 199870.2Not deficientGoodGoodFair115410
June 199654.0Structurally deficientGoodGoodPoor118160
September 199537.0Structurally deficientGoodGoodSerious118160
August 199437.0Structurally deficientSatisfactorySatisfactorySerious118160
June 199382.7Functionally obsoleteSatisfactorySatisfactorySatisfactory118160
June 199236.0Structurally deficientFairSatisfactorySerious118160
May 199151.0Structurally deficientFairSatisfactoryPoor118160