+40.70244, -73.81629
40°42'09" N, 73°48'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:JAMAICA AVE over RTE I678, RTE I678
Structure number:000000001055700
Location:.5 MI SE I678 + SH 25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.2 ft. [21.1 m]
Total length:137.8 ft. [42.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:77.8 ft. [23.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built: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 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: January 2014 

Status:Open, no restriction [A]
Average daily traffic:13,095 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:75.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$295,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201475.2Not deficientExcellentExcellentExcellent13095
January 201275.2Not deficientExcellentGoodGood13100
January 201074.6Not deficientExcellentGoodExcellent21090
January 200875.4Not deficientExcellentExcellentExcellent9342
February 200661.3Functionally obsoleteFairSatisfactoryFair21090
March 200461.3Functionally obsoleteFairSatisfactoryFair21090
April 200261.3Functionally obsoleteFairSatisfactoryFair21090
February 200060.3Functionally obsoleteFairSatisfactoryFair21090
March 199846.5Structurally deficientFairSatisfactoryPoor21090
March 199642.7Structurally deficientPoorFairPoor17393
February 199458.4Structurally deficientPoorFairFair12170
February 199258.4Structurally deficientPoorFairFair12170
April 199061.4Functionally obsoleteFairFairFair12170