COHANCY ST over RTE 907D, RTE 907D


+40.66646, -73.83485
40°39'59" N, 73°50'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:COHANCY ST over RTE 907D, RTE 907D
Structure number:000000002231570
Location:1.8 MI W I678 & BELT PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:56.8 ft. [17.3 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:11.8 ft. [3.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1941
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:8,957 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:14.7 tons [13.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:33.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,881,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201433.3Structurally deficientPoorPoorFair8957
April 201233.2Structurally deficientPoorPoorFair9400
May 201033.1Structurally deficientPoorPoorFair9751
May 200833.1Structurally deficientPoorPoorFair9751
April 200636.4Structurally deficientGoodPoorFair9751
April 200436.4Structurally deficientGoodPoorFair9751
May 200233.9Structurally deficientGoodPoorFair14335
March 200033.9Structurally deficient-PoorFair14335
April 199833.9Structurally deficientGoodPoorSatisfactory14335
May 199638.5Structurally deficient-PoorPoor2500
April 199436.6Structurally deficient-PoorPoor2500
June 199238.7Structurally deficient-PoorPoor2500
September 199047.6Structurally deficient-PoorPoor2500