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SPRINGFIELD BLVD over RTE I495, RTE I495

Map 

Coordinates:
+40.74936, -73.75687
40°44'58" N, 73°45'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPRINGFIELD BLVD over RTE I495, RTE I495
Structure number:000000001055320
Location:.9 MI NE I78+I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.8 ft. [16.1 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:81.4 ft. [24.8 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:8,349 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.3
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,431,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201562.3Functionally obsoleteFairFairSatisfactory8349
July 201461.6Functionally obsoleteFairFairSatisfactory17077
August 201362.7Functionally obsoleteSatisfactoryFairSatisfactory17077
August 201262.7Functionally obsoleteSatisfactoryFairSatisfactory17077
August 201162.7Functionally obsoleteSatisfactoryFairSatisfactory17077
August 201063.2Functionally obsoleteSatisfactoryFairSatisfactory10178
August 200963.2Functionally obsoleteSatisfactoryFairSatisfactory10178
August 200874.4Functionally obsoleteSatisfactorySatisfactorySatisfactory10178
May 200774.0Functionally obsoleteSatisfactorySatisfactorySatisfactory15674
July 200673.9Functionally obsoleteSatisfactorySatisfactorySatisfactory17077
July 200474.9Functionally obsoleteSatisfactorySatisfactorySatisfactory17077
August 200274.9Functionally obsoleteSatisfactoryGoodSatisfactory17077
June 200073.9Functionally obsoleteFairSatisfactorySatisfactory16498
July 199873.9Functionally obsoleteFairSatisfactorySatisfactory16498
October 199644.5Structurally deficientPoorFairPoor9967
August 199446.7Structurally deficientPoorFairPoor12280
July 199246.7Structurally deficientPoorPoorPoor12280
October 199148.8Structurally deficientFairFairPoor12280