Share:

RTE 907M over RTE 907M

Map 

Coordinates:
+40.75937, -73.85401
40°45'34" N, 73°51'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907M over RTE 907M
Structure number:000000001075660
Location:JCT GCP & 678I
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:74.8 ft. [22.8 m]
Total length:475.1 ft. [144.8 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1992
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:8
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:7,533 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,050,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201578.2Functionally obsoleteGoodFairFair7533
June 201374.5Functionally obsoleteGoodSatisfactoryFair7533
June 201174.5Functionally obsoleteGoodSatisfactoryFair7533
April 200974.5Functionally obsoleteGoodSatisfactoryFair7533
May 200785.6Functionally obsoleteGoodSatisfactorySatisfactory7533
April 200585.6Functionally obsoleteGoodSatisfactorySatisfactory7533
April 200384.6Functionally obsoleteGoodSatisfactorySatisfactory7533
May 200177.6Functionally obsoleteGoodSatisfactorySatisfactory149383
March 199977.6Not deficientGoodSatisfactorySatisfactory149383
June 199777.6Not deficientExcellentGoodGood149383
July 199556.0Not deficientVery GoodFairFair149383
July 199344.4Not deficientVery GoodPoorPoor149383
April 199331.9Structurally deficientPoorPoorPoor149383
October 199031.9Structurally deficientPoorPoorPoor149383