160 TH STREET over RTE 907A, RTE 907A


+40.78614, -73.80243
40°47'10" N, 73°48'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:160 TH STREET over RTE 907A, RTE 907A
Structure number:000000002231920
Location:.7 MI W I78+CRSS ISL PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:44.9 ft. [13.7 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1941
Year reconstructed:1994
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 continuous [4]
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: June 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:89.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$227,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201589.0GoodVery GoodGoodVery GoodFO-
June 201387.1GoodVery GoodGoodVery GoodFO5548
June 201187.1GoodVery GoodExcellentVery GoodFO5548
April 200987.1GoodVery GoodExcellentVery GoodFO5548
May 200787.1GoodVery GoodExcellentVery GoodFO5548
April 200587.1GoodExcellentExcellentVery GoodFO5548
April 200388.1GoodExcellentExcellentVery Good-5548
May 200188.1GoodExcellentExcellentVery Good-5548
February 199988.1GoodVery GoodVery GoodVery Good-5548
May 199778.2GoodExcellentExcellentVery Good-4660
March 199736.5PoorPoorPoorSeriousSD4660
April 199636.4PoorPoorPoorSeriousSD4660
March 199436.4PoorPoorPoorSeriousSD4660
May 199336.4PoorPoorPoorSeriousSD4660
May 199236.4PoorPoorPoorSeriousSD4660
September 199036.4PoorPoorPoorPoorSD4660