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SPRINGFIELD BLVD over RTE 907D, RTE 907D

Map

Coordinates:
+40.66590, -73.75791
40°39'57" N, 73°45'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPRINGFIELD BLVD over RTE 907D, RTE 907D
Structure number:000000002231630
Location:2.2 MI E I678+BELT PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.9 ft. [14.9 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,572 [as of 2014]
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:Equal to present minimum criteria [6]
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]
Sufficiency rating:71.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$39,062,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairFairFairSatisfactory2057271.7
April 2014FairFairFairSatisfactory1633568.2
May 2012FairFairFairSatisfactory1640068.2
May 2010FairFairFairSatisfactory1577668.2
May 2008FairFairFairSatisfactory1577668.2
April 2006FairFairFairSatisfactory1577668.2
April 2004FairFairFairSatisfactory1577647.6
June 2002FairFairFairSatisfactory1469247.6
March 2000FairSatisfactoryFairFair1469248.6
April 1998FairFairFairSatisfactory1469267.1
May 1996Poor-PoorPoor1741549.6
May 1994Poor-PoorPoor1351050.9
June 1992Poor-PoorFair1351036.9
October 1990Poor-PoorPoor1351040.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.8808440
Reinforced Concrete Abutmentlinear ft.176017240
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1860149370
Steel Protective Coatingsq. ft.67705421350
Deck
Reinforced Concrete Slabsq. ft.8,09108,039520
Wearing Surfacessq. ft.6,06404,5471,5170