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14TH AVENUE over RTE 907A, RTE 907A

Map 

Coordinates:
+40.78818, -73.81670
40°47'17" N, 73°49'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:14TH AVENUE over RTE 907A, RTE 907A
Structure number:000000002231970
Location:1.4 MI W JCT I78 & CI PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.7 ft. [18.5 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:12.5 ft. [3.8 m]
Skew angle:44°
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:Bituminous [6]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:16,150 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.1 tons [53.7 metric tons]
Inventory rating:14.9 tons [13.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:35.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$10,995,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201435.3Structurally deficientPoorFairSatisfactory16150
February 201220.3Structurally deficientPoorPoorSatisfactory16200
February 201036.3Structurally deficientSatisfactoryFairSatisfactory8774
February 200835.3Structurally deficientFairFairSatisfactory17630
February 200636.3Structurally deficientSatisfactoryFairSatisfactory8774
January 200436.3Structurally deficientSatisfactoryFairSatisfactory8774
February 200248.6Functionally obsoleteSatisfactoryFairSatisfactory8774
January 200033.5Structurally deficientPoorFairSatisfactory8774
February 199819.5Structurally deficient-PoorFair8774
April 199619.3Structurally deficient-PoorPoor8725
March 199419.3Structurally deficient-PoorPoor10000
May 199219.3Structurally deficient-PoorPoor10000
September 199043.8Structurally deficient-PoorFair10000