CIP SB TO I495 EB over RTE 907A, I495 WB TO CIP


+40.75326, -73.74406
40°45'12" N, 73°44'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:CIP SB TO I495 EB over RTE 907A, I495 WB TO CIP
Structure number:000000001077820
Location:.2 MI SE JCT I495 & C.I.P
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:114.8 ft. [35.0 m]
Total length:232.6 ft. [70.9 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:14.4 ft. [4.4 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]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans 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: June 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:107.4 tons [97.6 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,416,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201594.0GoodExcellentVery GoodGoodFO-
July 201393.4GoodExcellentExcellentVery GoodFO12800
September 201195.4GoodExcellentExcellentExcellent-12800
October 200995.4GoodExcellentExcellentExcellent-12800
October 200795.4GoodExcellentExcellentExcellent-12800
October 200595.4GoodExcellentExcellentExcellent-12800
October 200395.4GoodExcellentExcellentExcellent-12800