145TH STREET over HarlemRiver Dr NB, HARLE


+40.81954, -73.93397
40°49'10" N, 73°56'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:145TH STREET over HarlemRiver Dr NB, HARLE
Structure number:000000002240089
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:154.9 ft. [47.2 m]
Total length:698.2 ft. [212.8 m]
Roadway width between curbs:51.2 ft. [15.6 m]
Deck width edge-to-edge:77.8 ft. [23.7 m]
Vertical clearance above deck:19.7 ft. [6.0 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year reconstructed:2007
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:2
Main spans material:Steel [3]
Main spans design:Movable - Swing [17]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:11,718 [as of 2003]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:85.5 tons [77.7 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:70.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$121,370,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201570.3Not deficientExcellentExcellentVery Good11718
August 201370.3Not deficientExcellentExcellentVery Good11718
September 201170.3Not deficientExcellentExcellentVery Good11718
November 200969.6Functionally obsoleteExcellentExcellentVery Good21909
December 200760.7Functionally obsoleteExcellentExcellentVery Good11718
June 200646.4Structurally deficientPoorFairFair11718
October 200546.4Structurally deficientPoorFairFair11718
June 200446.4Structurally deficientPoorFairFair11718
October 200346.4Structurally deficientPoorFairFair11718
May 200248.7Structurally deficientPoorFairFair21812
May 200042.9Functionally obsoleteFairFairFair21812
June 199842.9Functionally obsoleteFairFairFair21812
September 19974.1Structurally deficientPoorPoorSerious23850
October 19964.0Not deficientPoorPoorSerious23850
November 19954.0Not deficientSeriousPoorSerious24113
December 19944.0Not deficientSeriousPoorSerious23802
December 199244.5Structurally deficientSeriousPoorPoor23802
October 199039.6Structurally deficientSeriousPoorPoor23802