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HIGHLAND BLVD W over RTE 908B, VERMONT AVENUE

Map 

Coordinates:
+40.68045, -73.89667
40°40'50" N, 73°53'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:101.7 ft. [31.0 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:12.1 ft. [3.7 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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,919 [as of 1994]
Truck traffic:10% 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]
Operating rating:61.3 tons [55.7 metric tons]
Inventory rating:25.6 tons [23.3 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201478.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7919
March 201278.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7919
March 201064.3Functionally obsoleteSatisfactoryFairSatisfactory7919
May 200878.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7919
April 200678.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7919
April 200478.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7919
April 200276.0Functionally obsoleteSatisfactorySatisfactorySatisfactory7919
February 200062.1Functionally obsoleteFairFairSatisfactory7919
February 199863.1Functionally obsolete-FairSatisfactory7919
March 199649.0Structurally deficient-PoorFair7919
March 199449.5Structurally deficient-PoorFair13200
April 199239.9Structurally deficient-FairPoor13200
September 199028.0Structurally deficient-PoorPoor13200