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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201589.0Functionally obsoleteVery GoodGoodVery Good-
June 201387.1Functionally obsoleteVery GoodGoodVery Good5548
June 201187.1Functionally obsoleteVery GoodExcellentVery Good5548
April 200987.1Functionally obsoleteVery GoodExcellentVery Good5548
May 200787.1Functionally obsoleteVery GoodExcellentVery Good5548
April 200587.1Functionally obsoleteExcellentExcellentVery Good5548
April 200388.1Not deficientExcellentExcellentVery Good5548
May 200188.1Not deficientExcellentExcellentVery Good5548
February 199988.1Not deficientVery GoodVery GoodVery Good5548
May 199778.2Not deficientExcellentExcellentVery Good4660
March 199736.5Structurally deficientPoorPoorSerious4660
April 199636.4Structurally deficientPoorPoorSerious4660
March 199436.4Structurally deficientPoorPoorSerious4660
May 199336.4Structurally deficientPoorPoorSerious4660
May 199236.4Structurally deficientPoorPoorSerious4660
September 199036.4Structurally deficientPoorPoorPoor4660