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I-380 over E AND F AVE NW, CEDAR RV

Map

Coordinates:
+41.97839, -91.67381
41°58'42" N, 91°40'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-380 over E AND F AVE NW, CEDAR RV
Structure number:000000000603700
Location:0.3 mi N. US 151 (1 ave)
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:67.9 ft. [20.7 m]
Total length:685.1 ft. [208.8 m]
Roadway width between curbs:111.6 ft. [34.0 m]
Deck width edge-to-edge:119.8 ft. [36.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:71,800 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory7180084.3
August 2015FairSatisfactoryFairFair7000073.3
August 2013FairSatisfactoryFairFair6970071.3
August 2011FairSatisfactoryFairFair6950070.3
August 2009FairSatisfactorySatisfactoryFair5840079.0
August 2007FairSatisfactorySatisfactoryFair5780079.0
September 2005FairGoodGoodSatisfactory5870089.0
February 2005FairGoodGoodSatisfactory5440085.9
August 2003FairGoodGoodSatisfactory5480087.9
December 2002FairGoodGoodSatisfactory5190087.9
December 2000FairGoodVery GoodSatisfactory5130086.9
October 1998FairGoodVery GoodSatisfactory52000.0
November 1996FairGoodVery GoodSatisfactory4320081.9
October 1994FairGoodVery GoodSatisfactory4580081.9
December 1992FairGoodVery GoodSatisfactory4200085.0
April 1990FairSatisfactoryGoodSatisfactory3890079.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.10,97610,86611000
Deck
Reinforced Concrete Decksq. ft.82,34482,046276220
Wearing Surfacessq. ft.78,14276,5121,4531770
Substructure
Reinforced Concrete Columneach2420400
Reinforced Concrete Pier Caplinear ft.1,34194638960
Concrete Protective Coatingsq. ft.1,1461,146000
Joints
Strip Seal Jointlinear ft.60520240210
Bearings
Movable Bearingeach52330190
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,1942,190400