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HR12HP NB FRM GWB over RTE 907V, RTE 907V

Map 

Coordinates:
+40.84642, -73.94451
40°50'47" N, 73°56'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HR12HP NB FRM GWB over RTE 907V, RTE 907V
Structure number:00000000552254A
Location:800 FT S OF GEO WASHTN BR
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:112.9 ft. [34.4 m]
Total length:816.0 ft. [248.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:Local Toll Authority [32]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:13
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:9,500 [as of 1966]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:87.6 tons [79.6 metric tons]
Inventory rating:21.6 tons [19.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:48.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$27,213,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201548.0Functionally obsoleteFairFairSatisfactory9500
August 201347.8Functionally obsoleteFairFairSatisfactory9500
August 201147.8Functionally obsoleteFairFairSatisfactory9500
August 200947.8Functionally obsoleteFairFairSatisfactory9500
July 200772.6Functionally obsoleteFairSatisfactorySatisfactory9500
July 200573.6Functionally obsoleteSatisfactorySatisfactorySatisfactory9500
September 200373.6Functionally obsoleteSatisfactorySatisfactorySatisfactory9500
August 200175.4Functionally obsoleteSatisfactorySatisfactorySatisfactory9500
September 199973.3Functionally obsoleteSatisfactorySatisfactorySatisfactory9500
September 199745.8Structurally deficientFairPoorFair9500
October 199542.7Structurally deficientPoorPoorPoor9500
October 199342.7Structurally deficientPoorPoorPoor9500
July 199142.7Structurally deficientPoorPoorPoor9500