102ND STREET over RTE 907M, GCP WB.TO TERM
Map
Coordinates:
+40.77024, -73.8679740°46'13" N, 73°52'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | 102ND STREET over RTE 907M, GCP WB.TO TERM |
Structure number: | 000000005522290 |
Location: | AT LA GUARDIA AIRPORT |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 725.1 ft. [221.0 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 59.4 ft. [18.1 m] |
Vertical clearance below bridge: | 13.5 ft. [4.1 m] |
Owner: | Local Toll Authority [32] |
Year built: | 1936 |
Year reconstructed: | 1964 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 12 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,661 [as of 2011] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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] |
Operating rating: | 89.7 tons [81.5 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 73.3 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $24,290,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2016 | 73.3 | Good | Good | Good | Good | FO | 8661 |
August 2014 | 73.2 | Good | Good | Good | Good | FO | 9115 |
August 2012 | 73.2 | Good | Good | Good | Good | FO | 9115 |
August 2010 | 73.2 | Good | Good | Good | Good | FO | 9115 |
September 2008 | 73.2 | Good | Good | Good | Good | FO | 9115 |
September 2006 | 73.2 | Good | Good | Good | Good | FO | 9115 |
September 2004 | 28.5 | Fair | Fair | Satisfactory | Fair | SD | 9115 |
November 2002 | 58.7 | Fair | Fair | Satisfactory | Fair | FO | 9115 |
September 2000 | 60.8 | Fair | Fair | Satisfactory | Fair | FO | 9115 |
September 1998 | 72.2 | Fair | Fair | Satisfactory | Satisfactory | FO | 9115 |
August 1996 | 37.8 | Poor | Poor | Poor | Poor | SD | 24749 |
September 1994 | 34.2 | Poor | Poor | Poor | Poor | SD | 24749 |
August 1992 | 37.1 | Poor | Poor | Poor | Poor | SD | 24749 |
May 1990 | 28.5 | Poor | Fair | Poor | Poor | SD | 13620 |