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I-480 over WEST BRANCH BIG CREEK

Map

Coordinates:
+41.42028, -81.80444
41°25'13" N, 81°48'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-480 over WEST BRANCH BIG CREEK
Structure number:1814265
Location:.76 MI. E. OF JCT. I-71
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:36.1 ft. [11.0 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:150.6 ft. [45.9 m]
Deck width edge-to-edge:154.5 ft. [47.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:91,273 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
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:83.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201683.9FairGoodGoodSatisfactory-91273
August 201582.4FairExcellentGoodSatisfactory-106510
November 201482.4FairExcellentGoodSatisfactory-106510
August 201382.4FairGoodGoodSatisfactory-106510
June 201282.4FairGoodGoodSatisfactory-106510
May 201182.4FairGoodGoodSatisfactory-106510
July 201080.4FairGoodGoodSatisfactory-126772
May 200980.4FairGoodGoodSatisfactory-126772
July 200880.4FairGoodGoodSatisfactory-126772
July 200780.4FairGoodGoodSatisfactory-126772
October 200680.4FairGoodGoodSatisfactory-126772
August 200580.4FairGoodGoodSatisfactory-126772
August 200480.8FairGoodGoodSatisfactory-122840
August 200383.3FairGoodGoodSatisfactory-97622
September 200283.3FairGoodGoodSatisfactory-97622
November 200083.3FairGoodGoodSatisfactory-97622
May 199983.3FairGoodGoodSatisfactory-97622
March 199883.3FairGoodGoodSatisfactory-97622
July 199783.3FairGoodGoodSatisfactory-97622
August 199621.0PoorGoodGoodCriticalSD97622
April 199585.2FairGoodGoodSatisfactory-97622
April 199484.2FairGoodVery GoodSatisfactory-97622
April 199386.3GoodGoodGoodGood-84000
June 199286.3GoodGoodGoodGood-84000
April 199186.3GoodVery GoodVery GoodGood-84000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.310130900
Joints
Strip Seal Jointlinear ft.309309000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7676000
Deck
Reinforced Concrete Slabsq. ft.5,8775,497310646