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UNION TURNPIKE over RTE 907A, RTE 907A

Map 

Coordinates:
+40.74083, -73.72678
40°44'27" N, 73°43'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:UNION TURNPIKE over RTE 907A, RTE 907A
Structure number:000000002231850
Location:.3 MI SE JCT GCP & CIP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.8 ft. [16.1 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:88.3 ft. [26.9 m]
Deck width edge-to-edge:131.9 ft. [40.2 m]
Vertical clearance below bridge:11.5 ft. [3.5 m]
Skew angle:30°
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:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:21,691 [as of 2010]
Truck traffic:7% 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:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:58.6 tons [53.3 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:6.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$18,537,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 20146.5Structurally deficientSatisfactoryPoorSatisfactory21691
March 20125.5Structurally deficientPoorPoorSatisfactory21700
April 20105.5Structurally deficientPoorPoorSatisfactory20439
April 20085.5Structurally deficientPoorPoorSatisfactory20439
May 20065.5Structurally deficientFairPoorSatisfactory31461
May 20055.5Structurally deficientFairPoorSatisfactory31461
June 20045.5Structurally deficientFairPoorSatisfactory31461
July 20035.5Structurally deficientFairPoorSatisfactory31461
September 20025.5Structurally deficientFairPoorSatisfactory23697
August 20015.5Structurally deficientFairPoorSatisfactory23697
February 20005.5Structurally deficientPoorPoorFair23697
March 19995.5Structurally deficientFairPoorFair23697
June 19985.5Structurally deficientFairPoorFair25920
June 19976.5Structurally deficient-PoorSatisfactory25920
July 19966.3Structurally deficient-PoorFair25920
June 19956.3Structurally deficient-PoorFair25920
May 19946.3Structurally deficient-PoorFair25920
June 19926.3Structurally deficient-PoorFair25920
July 199052.9Structurally deficient-PoorFair25920