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HIGHLAND BLVD W over RTE 908B, VERMONT AVENUE

Map

Coordinates:
+40.68043, -73.89667
40°40'50" N, 73°53'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HIGHLAND BLVD W over RTE 908B, VERMONT AVENUE
Structure number:000000002230020
Location:4.5 MI SW 25+INTERBRO PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:48.9 ft. [14.9 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,845 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:78.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,031,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactorySatisfactory1184578.1
March 2014FairSatisfactorySatisfactorySatisfactory791978.1
March 2012FairSatisfactorySatisfactorySatisfactory791978.1
March 2010FairSatisfactoryFairSatisfactory791964.3
May 2008FairSatisfactorySatisfactorySatisfactory791978.1
April 2006FairSatisfactorySatisfactorySatisfactory791978.1
April 2004FairSatisfactorySatisfactorySatisfactory791978.1
April 2002FairSatisfactorySatisfactorySatisfactory791976.0
February 2000FairFairFairSatisfactory791962.1
February 1998Fair-FairSatisfactory791963.1
March 1996Poor-PoorFair791949.0
March 1994Poor-PoorFair1320049.5
April 1992Poor-FairPoor1320039.9
September 1990Poor-PoorPoor1320028.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.5050000
Reinforced Concrete Abutmentlinear ft.100100000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.178178000