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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201570.3GoodExcellentExcellentVery Good-11718
August 201370.3GoodExcellentExcellentVery Good-11718
September 201170.3GoodExcellentExcellentVery Good-11718
November 200969.6GoodExcellentExcellentVery GoodFO21909
December 200760.7GoodExcellentExcellentVery GoodFO11718
June 200646.4PoorPoorFairFairSD11718
October 200546.4PoorPoorFairFairSD11718
June 200446.4PoorPoorFairFairSD11718
October 200346.4PoorPoorFairFairSD11718
May 200248.7PoorPoorFairFairSD21812
May 200042.9FairFairFairFairFO21812
June 199842.9FairFairFairFairFO21812
September 19974.1PoorPoorPoorSeriousSD23850
October 19964.0PoorPoorPoorSerious-23850
November 19954.0PoorSeriousPoorSerious-24113
December 19944.0PoorSeriousPoorSerious-23802
December 199244.5PoorSeriousPoorPoorSD23802
October 199039.6PoorSeriousPoorPoorSD23802