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HIGHLAND BLVD NB over VERMONT STREET

Map 

Coordinates:
+40.68022, -73.89600
40°40'49" N, 73°53'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HIGHLAND BLVD NB over VERMONT STREET
Structure number:000000002230220
Location:ABOVE S. END OF INTERB
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:90.9 ft. [27.7 m]
Total length:93.8 ft. [28.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:50°
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:10,162 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:73.8 tons [67.1 metric tons]
Sufficiency rating:80.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$239,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201580.4Not deficientExcellentExcellentGood10162
June 201380.4Not deficientExcellentExcellentGood9936
May 201180.4Not deficientExcellentExcellentGood9936
June 200980.4Not deficientExcellentExcellentGood9936
July 200780.4Not deficientExcellentExcellentGood9936
June 200580.4Not deficientExcellentExcellentGood9936
July 200379.4Not deficientExcellentExcellentGood9936
May 200179.5Not deficientVery GoodVery GoodGood8116
July 199979.5Not deficientVery GoodVery GoodGood8116
June 199779.5Not deficientExcellentExcellentGood8116
April 199579.5Not deficientVery GoodVery GoodVery Good4900
May 199379.5Not deficientVery GoodSatisfactoryVery Good4900
April 19932.0Structurally deficientPoorSeriousPoor4900
March 19922.0Structurally deficientPoorSeriousPoor4900