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RTE 907M over COMMONWEALTH BLVD

Map 

Coordinates:
+40.74833, -73.72881
40°44'54" N, 73°43'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907M over COMMONWEALTH BLVD
Structure number:000000001065159
Location:.4 MI NE GCP+CRS ISL PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:112.9 ft. [34.4 m]
Total length:116.8 ft. [35.6 m]
Roadway width between curbs:125.0 ft. [38.1 m]
Deck width edge-to-edge:140.1 ft. [42.7 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:52°
Owner:State Highway Agency [01]
Year built:1971
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:145,312 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Operating rating:103.7 tons [94.3 metric tons]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:84.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$9,493,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201484.6Not deficientFairExcellentSatisfactory145312
May 201284.6Not deficientFairExcellentSatisfactory145300
May 201084.0Not deficientFairExcellentSatisfactory156093
May 200884.4Not deficientFairExcellentSatisfactory149645
April 200682.4Structurally deficientPoorSatisfactorySatisfactory145312
February 200482.8Structurally deficientPoorSatisfactorySatisfactory156093
February 200283.2Structurally deficientPoorSatisfactorySatisfactory149006
January 200083.2Structurally deficientPoorSatisfactorySatisfactory149006
March 199885.0Not deficientFairSatisfactorySatisfactory157514
March 199665.0Structurally deficientPoorFairFair144530
February 199474.7Structurally deficientPoorFairFair112650
March 199273.7Structurally deficientPoorSatisfactoryFair123702
May 199079.5Structurally deficientPoorSatisfactorySatisfactory123702