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WEST 158TH STREET over RIVERSIDE DRIVE, AMTRAK-

Map 

Coordinates:
+40.83651, -73.94891
40°50'11" N, 73°56'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST 158TH STREET over RIVERSIDE DRIVE, AMTRAK-
Structure number:000000002245250
Location:WEST 158TH STREET
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:109.9 ft. [33.5 m]
Total length:581.7 ft. [177.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1996
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:7
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: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,992 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.1 tons [73.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:79.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$116,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201579.5GoodGoodExcellentVery GoodFO8992
October 201379.5GoodGoodExcellentVery GoodFO8992
December 201179.5GoodGoodExcellentVery GoodFO8992
November 200979.4GoodGoodVery GoodVery GoodFO9421
November 200779.5GoodGoodVery GoodVery GoodFO8992
September 200579.5GoodVery GoodExcellentExcellentFO8992
November 200379.5GoodVery GoodExcellentExcellent-8992
August 200179.5GoodVery GoodExcellentExcellent-8353
August 199979.5GoodVery GoodExcellentExcellent-8353
September 199779.4GoodGoodVery GoodVery Good-10000
March 19972.0PoorSeriousSeriousSeriousSD10000
April 19962.0PoorSeriousSeriousSeriousSD10000
November 19942.0PoorSeriousSeriousSeriousSD10000
December 19932.0PoorSeriousSeriousSeriousSD10000
August 19922.0PoorSeriousSeriousSeriousSD10000
July 19902.0PoorSeriousSeriousSeriousSD10000