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I-480 over STICKNEY CREEK

Map

Coordinates:
+41.42139, -81.71056
41°25'17" N, 81°42'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I-480 over STICKNEY CREEK
Structure number:1813129
Location:.73 MI. E. OF JCT. US-42
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:13.1 ft. [4.0 m]
Total length:42.0 ft. [12.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1986
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:115,268 [as of 2015]
Truck traffic:5% of total traffic
Structural 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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201683.0Fair6 out of 10-115268
August 201583.0Fair6 out of 10-135660
July 201483.0Fair6 out of 10-135660
July 201372.0Fair5 out of 10-135660
July 201283.0Fair6 out of 10-135660
November 201183.0Fair6 out of 10-135660
November 201083.0Fair6 out of 10-148842
August 200983.0Fair6 out of 10-148842
November 200883.0Fair6 out of 10-148842
July 200783.0Fair6 out of 10-148842
October 200683.0Fair6 out of 10-148842
October 200583.0Fair6 out of 10-148842
October 200483.0Fair6 out of 10-148024
October 200383.0Fair6 out of 10-98559
October 200283.0Fair6 out of 10-98559
October 200083.0Fair6 out of 10-98559
October 199983.0Fair6 out of 10-98559
October 199883.0Fair6 out of 10-98559
October 199783.0Good7 out of 10-98559
November 199683.0Fair6 out of 10-98559
December 199583.0Fair6 out of 10-98559
November 199483.0Good7 out of 10-98559
April 199383.0Good7 out of 10-80560
June 199283.0Good7 out of 10-80560
April 199185.0Good7 out of 10-80560