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I495 TO I495 WB over I495 WB TO C.I.P.

Map

Coordinates:
+40.75546, -73.74267
40°45'20" N, 73°44'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I495 TO I495 WB over I495 WB TO C.I.P.
Structure number:000000001077840
Location:.5 MI NE JCT I495 & C.I.P
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:101.7 ft. [31.0 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Box beam or girders - Multiple [05]
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,671 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,662,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodExcellentExcellentExcellent1267195.4
July 2015GoodExcellentExcellentExcellent-96.0
August 2013GoodExcellentExcellentExcellent2500094.8
August 2011GoodExcellentExcellentExcellent2500096.8
September 2009GoodExcellentExcellentExcellent2500096.8
September 2007GoodExcellentExcellentExcellent2500096.8
October 2005GoodExcellentExcellentExcellent2500096.8
October 2003GoodExcellentExcellentExcellent2500096.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.204204000
Steel Protective Coatingsq. ft.5,1004,99810200
Deck
Reinforced Concrete Decksq. ft.2,5812,5305100
Wearing Surfacessq. ft.2,2132,1694400
Substructure
Reinforced Concrete Abutmentlinear ft.5244800
Joints
Compression Jointlinear ft.2623300
Bearings
Elastomeric Bearingeach44000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.204200400