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144TH STREET over METRO NO COMMUTER

Map

Coordinates:
+40.81617, -73.92684
40°48'58" N, 73°55'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:144TH STREET over METRO NO COMMUTER
Structure number:000000002241550
Location:IN MELROSE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:75.8 ft. [23.1 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1920
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,557 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,408,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodVery GoodGood1055792.5
August 2015GoodVery GoodVery GoodGood838692.6
August 2013GoodVery GoodVery GoodGood504692.8
July 2011GoodExcellentExcellentGood504692.8
August 2009GoodExcellentExcellentGood593492.7
November 2007GoodExcellentExcellentGood504692.8
June 2005GoodExcellentExcellentGood504692.8
June 2003GoodExcellentExcellentVery Good504692.8
November 2001GoodExcellentExcellentVery Good504696.8
October 1999GoodExcellentExcellentExcellent504696.8
July 1997GoodVery GoodVery GoodGood504696.8
March 1997PoorPoorPoorPoor600047.1
August 1994PoorPoorPoorPoor600047.4
August 1992PoorPoorPoorPoor600047.4
September 1990PoorPoorPoorPoor600052.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4521,3806750
Steel Protective Coatingsq. ft.11,51611,10041600
Deck
Reinforced Concrete Decksq. ft.8,3576,9001,45700
Wearing Surfacessq. ft.5,2804,60068000
Substructure
Steel Columneach44000
Steel Protective Coatingsq. ft.80701000
Reinforced Concrete Abutmentlinear ft.126012510
Steel Pier Caplinear ft.6363000
Steel Protective Coatingsq. ft.6906504000
Joints
Compression Jointlinear ft.126001260
Bearings
Elastomeric Bearingeach2213900
Steel Protective Coatingsq. ft.2214800
Fixed Bearingeach1111000
Steel Protective Coatingsq. ft.1111000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2642422200