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26TH AVENUE over RTE I295, RTE I295

Map 

Coordinates:
+40.77613, -73.78461
40°46'34" N, 73°47'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:26TH AVENUE over RTE I295, RTE I295
Structure number:000000001055420
Location:.9 MI S JCT I295 & C I PK
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:59.7 ft. [18.2 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:13,637 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:95.8 tons [87.1 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,195,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201574.1Functionally obsoleteSatisfactorySatisfactorySatisfactory13637
February 201476.2Functionally obsoleteSatisfactorySatisfactorySatisfactory13637
July 201376.2Functionally obsoleteSatisfactorySatisfactorySatisfactory13400
January 201276.2Functionally obsoleteSatisfactorySatisfactorySatisfactory13400
August 201176.2Functionally obsoleteSatisfactorySatisfactorySatisfactory13400
February 201076.2Functionally obsoleteSatisfactorySatisfactorySatisfactory13008
February 200876.2Functionally obsoleteSatisfactorySatisfactorySatisfactory13513
January 200676.2Functionally obsoleteSatisfactorySatisfactorySatisfactory13008
February 200474.2Functionally obsoleteSatisfactorySatisfactorySatisfactory13008
May 200274.2Functionally obsoleteSatisfactorySatisfactorySatisfactory13008
April 200074.0Functionally obsoleteSatisfactorySatisfactorySatisfactory15974
July 199874.0Functionally obsoleteSatisfactoryGoodGood15974
September 199643.4Structurally deficientPoorFairPoor14512
July 199447.7Structurally deficientPoorFairPoor7200
July 199247.7Structurally deficientPoorFairPoor7200
October 199129.3Structurally deficientPoorFairSerious7200