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RTE I278 over HAMILTON AVE NB, HICKS-H

Map 

Coordinates:
+40.67797, -74.00239
40°40'41" N, 74°00'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over HAMILTON AVE NB, HICKS-H
Structure number:00000000106531O
Location:JCT PROSPECT EXPY & I278
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:74.8 ft. [22.8 m]
Total length:905.9 ft. [276.1 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1964
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:17
Main spans material:Steel [3]
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:161,771 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:86.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,813,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201486.0Functionally obsoleteVery GoodSatisfactorySatisfactory161771
November 201286.0Functionally obsoleteVery GoodGoodSatisfactory161800
November 201086.0Functionally obsoleteVery GoodGoodSatisfactory128825
October 200859.0Structurally deficientPoorSatisfactoryFair128825
October 200660.3Functionally obsoleteFairFairFair128825
September 200560.3Functionally obsoleteFairFairFair128825
September 200461.3Functionally obsoleteSatisfactoryFairFair128825
September 200270.3Functionally obsoleteFairSatisfactorySatisfactory122246
November 200072.3Functionally obsoleteFairSatisfactorySatisfactory151509
November 199862.0Functionally obsoleteFairSatisfactoryFair127303
November 199647.0Structurally deficientPoorPoorPoor134043
November 199447.0Structurally deficientPoorPoorPoor121124
October 199247.0Structurally deficientPoorPoorPoor113505
December 199048.0Structurally deficientPoorPoorPoor95357