Share:

I-70 over OVER GLENWOOD AVE

Map

Coordinates:
+39.94861, -83.02833
39°56'55" N, 83°01'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 over OVER GLENWOOD AVE
Structure number:2504618
Location:0.43 MI E OF US62
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:51.8 ft. [15.8 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:156.5 ft. [47.7 m]
Deck width edge-to-edge:158.5 ft. [48.3 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1975
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:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:86,335 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:31.7 tons [28.8 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:85.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201685.3GoodGoodGoodGood-86335
May 201586.0GoodGoodGoodGood-79275
May 201488.4GoodGoodGoodGood-79275
May 201386.0GoodGoodGoodGood-79275
April 201286.0GoodGoodGoodGood-79275
June 201186.0GoodGoodGoodGood-79275
May 201085.0FairSatisfactorySatisfactoryGood-88695
September 200985.0GoodGoodGoodGood-88695
August 200885.0GoodGoodGoodGood-88695
September 200785.0GoodGoodGoodGood-88695
March 200682.9GoodGoodGoodGood-110340
March 200582.2GoodGoodGoodGood-117810
August 200382.2GoodGoodGoodGood-117810
September 200283.8GoodGoodGoodGood-101558
February 200083.8GoodGoodGoodGood-101558
November 199883.8GoodGoodGoodGood-101558
October 199685.4GoodGoodGoodGood-85072
August 199587.1GoodGoodGoodGood-85072
July 199487.1GoodGoodGoodGood-85072
June 199387.1FairSatisfactorySatisfactoryGood-85072
May 199287.1FairSatisfactoryGoodGood-85072
May 199187.1FairSatisfactoryGoodGood-85072

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach2019100
Reinforced Concrete Abutmentlinear ft.3232883500
Reinforced Concrete Pier Caplinear ft.318318000
Joints
Pourable Jointlinear ft.314314000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2525220000
Deck
Reinforced Concrete Slabsq. ft.19,97818,870100504504
Wearing Surfacessq. ft.19,730119,72900