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RTE 907M over SPRINGFIELD BLVD

Map 

Coordinates:
+40.73237, -73.74672
40°43'57" N, 73°44'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907M over SPRINGFIELD BLVD
Structure number:000000001075659
Location:1.1 MI SW GCP + CRS IS PK
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:85.0 ft. [25.9 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:104.0 ft. [31.7 m]
Deck width edge-to-edge:129.9 ft. [39.6 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:105,249 [as of 2008]
Truck traffic:5% 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: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]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:88.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,192,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201688.1FairSatisfactorySatisfactorySatisfactoryFO105249
May 201488.8FairSatisfactorySatisfactorySatisfactoryFO105249
May 201287.8FairFairSatisfactorySatisfactoryFO105200
June 201087.8FairFairSatisfactorySatisfactoryFO105249
June 200887.8FairFairSatisfactorySatisfactoryFO105249
June 200685.7FairFairSatisfactorySatisfactoryFO146612
April 200488.1FairSatisfactorySatisfactorySatisfactoryFO139488
May 200287.4FairFairSatisfactorySatisfactoryFO133155
March 200088.4FairFairSatisfactorySatisfactoryFO133155
May 199875.1FairFairFairSatisfactoryFO153273
May 199668.7FairFairFairFairFO140640
April 199473.3FairFairFairFairFO112650
May 199269.5FairFairFairFairFO152809
August 199069.5FairFairFairFairFO152809