Share:

RTE I278 over RTE I278, 32ND AVE

Map 

Coordinates:
+40.75626, -73.89949
40°45'23" N, 73°53'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over RTE I278, 32ND AVE
Structure number:000000002230700
Location:.2 MI N JCT I278 & SH 25A
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:103.0 ft. [31.4 m]
Total length:735.9 ft. [224.3 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:119,363 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:96.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$17,787,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201496.0Functionally obsoleteVery GoodVery GoodVery Good119363
December 201296.0Not deficientVery GoodExcellentExcellent119363
November 201094.0Not deficientExcellentExcellentExcellent119363
November 200894.0Not deficientExcellentExcellentExcellent119363
December 200635.0Not deficientExcellentExcellentExcellent119363
November 200435.0Not deficientExcellentExcellentExcellent119363
May 200246.0Functionally obsoleteFairFairFair116580
March 200048.0Functionally obsoleteFairFairFair116580
20000.0Not applicable---16200
May 199848.0Functionally obsoleteFairFairFair116580
May 199717.0Structurally deficientFairPoorSerious116580
March 199632.0Structurally deficientPoorPoorSerious116580
February 199432.0Structurally deficientPoorPoorSerious116580
April 199232.0Structurally deficientPoorPoorSerious116580
August 199132.0Structurally deficientPoorSeriousPoor116580