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SUPERIOR ROAD over RTE 907A, RTE 907A

Map 

Coordinates:
+40.72051, -73.72584
40°43'14" N, 73°43'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SUPERIOR ROAD over RTE 907A, RTE 907A
Structure number:000000002231800
Location:1.7MI S GCP+CRSS ISL PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:57.7 ft. [17.6 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:11.5 ft. [3.5 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1939
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:412 [as of 1999]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:58.2 tons [52.9 metric tons]
Inventory rating:14.7 tons [13.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:42.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$9,414,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201442.1Structurally deficientSatisfactoryPoorSatisfactory412
April 201239.1Structurally deficientPoorPoorFair412
April 201039.1Structurally deficientPoorPoorFair412
April 200839.1Structurally deficientPoorPoorFair412
March 200642.1Structurally deficientSatisfactoryPoorFair412
March 200442.1Structurally deficientSatisfactoryPoorSatisfactory412
May 200239.6Structurally deficientFairPoorFair412
February 200039.5Structurally deficientFairPoorSatisfactory412
April 199840.5Structurally deficient-PoorFair412
May 199640.3Structurally deficient-PoorPoor240
March 199440.3Structurally deficient-PoorPoor240
March 199240.3Structurally deficient-PoorPoor240
March 199059.8Structurally deficient-PoorPoor240