Share:

JAMAICA AVE over RTE I678, RTE I678

Map 

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

Facts 

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 2016 

Good/Fair/Poor Condition:Good
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:87.8 tons [79.8 metric tons]
Sufficiency rating:75.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,071,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201675.2GoodExcellentExcellentExcellentFO13095
January 201475.2GoodExcellentExcellentExcellent-13095
January 201275.2GoodExcellentGoodGood-13100
January 201074.6GoodExcellentGoodExcellent-21090
January 200875.4GoodExcellentExcellentExcellent-9342
February 200661.3FairFairSatisfactoryFairFO21090
March 200461.3FairFairSatisfactoryFairFO21090
April 200261.3FairFairSatisfactoryFairFO21090
February 200060.3FairFairSatisfactoryFairFO21090
March 199846.5PoorFairSatisfactoryPoorSD21090
March 199642.7PoorPoorFairPoorSD17393
February 199458.4PoorPoorFairFairSD12170
February 199258.4PoorPoorFairFairSD12170
April 199061.4FairFairFairFairFO12170