Bridge Statistics for New York, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2267718, Location: 79 ST BOAT BASIN (Lat: 40.783431, Lng: -73.982922), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 19.35m (63.48ft), Average Daily Traffic: 9,200 (year 2009), Average Future Daily Traffic: 12,880 (year 2029), Features Intersected: 79ST BT BASIN GRG, 79 ST, Facility Carried by Structure: 79TH ST TRFIC CRL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 34, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 67.5 metric tons, Inventory Rating: 27.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 19.35m (63.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 11, Critical Feature Inspection Date: May 11, Bridge Improvement Cost: $20,945,000, Roadway Improvement Cost: $12,265,000, Total Project Cost: $33,210,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226771A, Location: 79 ST BOAT BASIN (Lat: 40.783431, Lng: -73.982922), Route carried "on" structure: Ramp City street 907V, Year Built: 1935, Status: Posted for load, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 9,200 (year 2009), Average Future Daily Traffic: 12,880 (year 2029), Features Intersected: 79ST BT BASIN GRG, 79ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.07m (10.07ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 11, Critical Feature Inspection Date: May 11, Bridge Improvement Cost: $7,155,000, Roadway Improvement Cost: $671,000, Total Project Cost: $7,826,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226771B, Location: 79 ST RAMP TO BOAT BASIN (Lat: 40.786764, Lng: -73.982919), Route carried "on" structure: City street , Year Built: 1935, Status: Posted for load, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 300 (year 2009), Average Future Daily Traffic: 420 (year 2029), Features Intersected: RAMP TO SB HH PKY, 79ST, Facility Carried by Structure: 79 ST RAMP TO GAR
Minimum Vertical Clearance: 2.99m (9.81ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 12.86m (42.19ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 11, Critical Feature Inspection Date: May 11, Bridge Improvement Cost: $1,996,000, Roadway Improvement Cost: $1,169,000, Total Project Cost: $3,165,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226771C, Location: 79 ST BOAT BASIN (Lat: 40.783431, Lng: -73.982922), Route carried "on" structure: City street , Year Built: 1935, Status: Posted for load, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 300 (year 2009), Average Future Daily Traffic: 420 (year 2029), Features Intersected: SB HHP RAMP TO 79, 79ST, Facility Carried by Structure: GARAGE RAMP TO 79
Minimum Vertical Clearance: 3.17m (10.40ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 13.01m (42.68ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 11, Critical Feature Inspection Date: May 11, Bridge Improvement Cost: $2,065,000, Roadway Improvement Cost: $1,209,000, Total Project Cost: $3,274,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226771D, Location: 79 ST BOAT BASIN (Lat: 40.783431, Lng: -73.982922), Route carried "on" structure: Ramp City street 907V, Year Built: 1935, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 9,200 (year 2009), Average Future Daily Traffic: 12,880 (year 2029), Features Intersected: 79ST BT BASIN GRG, GARAG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 11, Critical Feature Inspection Date: May 11, Bridge Improvement Cost: $10,163,000, Roadway Improvement Cost: $954,000, Total Project Cost: $11,117,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226786, Location: BROOKLYN APPRCH-BRKLYN BR (Lat: 40.701628, Lng: -73.992081), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 1 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 1 (year 2029), Features Intersected: STORAGE (SAND ST), Facility Carried by Structure: BROOKLYN BR APP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 31.3m (102.7ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 31.3m (102.7ft), Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $2,526,000, Roadway Improvement Cost: $1,479,000, Total Project Cost: $4,005,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2268361, Location: GCP SERV RD WB&PARSONS BD (Lat: 40.716247, Lng: -73.803975), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 62.05m (203.58ft), Average Daily Traffic: 6,800 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 9,520 (year 2027), Design Load: HS 20, Features Intersected: RTE 907M, Facility Carried by Structure: GCP SERVICE RD-WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.525, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 23, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 62.05m (203.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $44,980,000, Roadway Improvement Cost: $26,340,000, Total Project Cost: $71,320,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2268362, Location: GCP SERV RD EB&PARSONS BD (Lat: 40.715967, Lng: -73.803922), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 62.05m (203.58ft), Average Daily Traffic: 11,960 (year 1970), Average Future Daily Traffic: 16,744 (year 1990), Design Load: HS 20, Features Intersected: RTE 907M, Facility Carried by Structure: GCP SERVICE RD-EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 23, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.0m, Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 62.05m (203.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $44,515,000, Roadway Improvement Cost: $26,068,000, Total Project Cost: $70,583,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2268497, Location: ADJACENT TO FURMAN STREET (Lat: 40.700097, Lng: -73.994583), Route carried "on" structure: Interstate 278, Year Built: 1944, Status: Open, Structure Length: 70.98m (232.87ft), Average Daily Traffic: 202,650 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 283,710 (year 2022), Design Load: HS 20, Features Intersected: RTE I278, FURMAN STREET,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.509, Lanes on structure: 3, Lanes under structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 45, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 70.98m (232.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $238,200,000, Roadway Improvement Cost: $22,354,000, Total Project Cost: $260,554,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2268498, Location: ADJACENT TO FURMAN STREET (Lat: 40.700097, Lng: -73.994583), Route carried "on" structure: Interstate 278, Year Built: 1944, Status: Open, Structure Length: 109.84m (360.37ft), Average Daily Traffic: 67,100 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 93,940 (year 2031), Design Load: HS 20, Features Intersected: RTE I278, BRKLYN PROMENA
Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 11.939, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 69, Length of Maximum Span: 29.5m (96.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 109.84m (360.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $370,512,000, Roadway Improvement Cost: $34,771,000, Total Project Cost: $405,283,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2268507, Location: ADJACENT TO YORK STREET (Lat: 40.703428, Lng: -73.991253), Route carried "on" structure: Interstate 278, Year Built: 1944, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 121,124 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 169,574 (year 2014), Design Load: HS 20, Features Intersected: RTE I278, YORK STREET
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 174.255, Lanes on structure: 2, Lanes under structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $32,349,000, Roadway Improvement Cost: $3,036,000, Total Project Cost: $35,385,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2268508, Location: ADJACENT TO YORK STREET (Lat: 40.703428, Lng: -73.991253), Route carried "on" structure: Interstate 278, Year Built: 1944, Status: Open, Structure Length: 16.33m (53.58ft), Average Daily Traffic: 53,050 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 74,270 (year 2026), Design Load: HS 20, Features Intersected: RTE I278, BROOKLYN BRIDG
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 13.146, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 11, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.33m (53.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $53,849,000, Roadway Improvement Cost: $5,053,000, Total Project Cost: $58,902,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2268517, Location: ADJACENT TO FURMAN STREET (Lat: 40.695094, Lng: -73.999594), Route carried "on" structure: Interstate 278, Year Built: 1944, Status: Open, Structure Length: 9.99m (32.78ft), Average Daily Traffic: 202,650 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 283,710 (year 2022), Design Load: HS 20, Features Intersected: RTE I278, FURMAN STREET,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.348, Lanes on structure: 3, Lanes under structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.99m (32.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $21,626,000, Roadway Improvement Cost: $2,029,000, Total Project Cost: $23,655,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2268518, Location: ADJACENT TO FURMAN STREET (Lat: 40.695094, Lng: -73.999594), Route carried "on" structure: Interstate 278, Year Built: 1944, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 202,650 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 283,710 (year 2022), Design Load: HS 20, Features Intersected: RTE I278, FURMAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.348, Lanes on structure: 3, Lanes under structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $21,229,000, Roadway Improvement Cost: $1,992,000, Total Project Cost: $23,221,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226865, Location: EAST RIVER SHORE (Lat: 40.745092, Lng: -73.959592), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 64.16m (210.50ft), Average Daily Traffic: 139,400 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 195,160 (year 2026), Design Load: HS 20, Features Intersected: EAST RIVER SHORE, Facility Carried by Structure: FDR DRIVE N/B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.109, Lanes on structure: 1, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 1.8m (5.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 119, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 73.0 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 64.16m (210.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 11, Critical Feature Inspection Date: October 11, Underwater Inspection Date: January 11, Bridge Improvement Cost: $139,837,000, Roadway Improvement Cost: $13,123,000, Total Project Cost: $152,960,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226877, Location: 0.1 MI NW SPRINGFIELD*GCP (Lat: 40.733139, Lng: -73.749667), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 19,900 (year 1970), Truck Traffic: 10%, Average Future Daily Traffic: 27,860 (year 1990), Features Intersected: EQEST PATH (ABND), Facility Carried by Structure: SPRINGFIELD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $529,000, Roadway Improvement Cost: $310,000, Total Project Cost: $839,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226892, Location: 1.0 MILE SOUTH OF 909C (Lat: 40.525333, Lng: -74.209361), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.60m (1.97ft), Average Daily Traffic: 6,331 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 8,863 (year 2019), Design Load: HS 25, Features Intersected: LEMON CREEK, Facility Carried by Structure: AMBOY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 19.9m (65.3ft)

Condition: Channel: Fair, Culverts: Very good, Operating Rating: 76.9 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $3,033,000, Roadway Improvement Cost: $1,776,000, Total Project Cost: $4,809,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226903, Location: AT UNIVERSITY HEIGHTS (Lat: 40.853208, Lng: -73.920928), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 2004, Status: Open, Structure Length: 11.33m (37.17ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2029), Features Intersected: MAC CRACKEN AVE, Facility Carried by Structure: MATTHEWSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 15, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.33m (37.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $35,000, Total Project Cost: $95,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226919, Location: W70 ST E OF RIVERSIDE DRS (Lat: 40.779997, Lng: -73.988328), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 500 (year 2000), Average Future Daily Traffic: 700 (year 2020), Design Load: HS 25, Features Intersected: AMTRAK, RELIEF, Facility Carried by Structure: WEST 70TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $10,978,000, Roadway Improvement Cost: $6,429,000, Total Project Cost: $17,407,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22692, Location: RIVERSIDE DR BET 69&72 ST (Lat: 40.779997, Lng: -73.988328), Route carried "on" structure: City street , Year Built: 2000, Year Reconstructed: 2002, Status: Open, Structure Length: 26.30m (86.29ft), Average Daily Traffic: 500 (year 2000), Average Future Daily Traffic: 700 (year 2020), Design Load: HS 25, Features Intersected: AMTRAK RR W CONN, RELIEF, Facility Carried by Structure: RIVERSIDE DRIVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 5.7m (18.7ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.30m (86.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $118,000, Roadway Improvement Cost: $69,000, Total Project Cost: $187,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226921, Location: W68ST E PF ROVERSODE DRVE (Lat: 40.778331, Lng: -73.988328), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 500 (year 2000), Average Future Daily Traffic: 700 (year 2020), Design Load: HS 25, Features Intersected: AMTRAK, RELIEF, Facility Carried by Structure: WEST 68TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $2,632,000, Roadway Improvement Cost: $1,541,000, Total Project Cost: $4,173,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226924, Location: RIVERSIDE DRIVE (Lat: 40.834292, Lng: -73.948814), Route carried "on" structure: City street , Year Built: 1908, Year Reconstructed: 1958, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,000 (year 2009), Average Future Daily Traffic: 1,400 (year 2029), Features Intersected: WEST 155TH STREET, Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 19.8m (65.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 21.1m (69.2ft)

Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 42.7 metric tons, Inventory Rating: 16.9 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,271,000, Roadway Improvement Cost: $1,330,000, Total Project Cost: $3,601,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22696, Location: ERSKINE ST OVER SHORE PKY (Lat: 40.651533, Lng: -73.865569), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 8,000 (year 2009), Average Future Daily Traffic: 11,200 (year 2029), Design Load: HS 25, Features Intersected: 9076907CSHORE PKY, 907C9, Facility Carried by Structure: ERSKINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $31,000, Total Project Cost: $84,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226973, Location: ST GEORGE FERRY TERMINAL (Lat: 40.642600, Lng: -74.074256), Route carried "on" structure: Ramp City street , Year Built: 1948, Year Reconstructed: 1985, Status: Closed, Structure Length: 14.94m (49.02ft), Average Daily Traffic: 1,400 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 1,960 (year 2022), Design Load: HS 20, Features Intersected: RMP TO FERRY TERM, SIRT, Facility Carried by Structure: PARKING EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 14.94m (49.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 12, Bridge Improvement Cost: $36,702,000, Roadway Improvement Cost: $3,444,000, Total Project Cost: $40,146,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226976, Location: ST GEORGE FERRY TERMINAL (Lat: 40.644397, Lng: -74.076128), Route carried "on" structure: Ramp City street , Year Built: 1948, Year Reconstructed: 1996, Status: Closed, Structure Length: 13.75m (45.11ft), Average Daily Traffic: 2,000 (year 2002), Average Future Daily Traffic: 2,800 (year 2022), Features Intersected: SIRT SOUTH SHORE, Facility Carried by Structure: NORTH RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 13.75m (45.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 12, Critical Feature Inspection Date: April 12, Bridge Improvement Cost: $29,987,000, Roadway Improvement Cost: $2,814,000, Total Project Cost: $32,801,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other Coated Reinforcing

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Structure Number: 226977, Location: ST GEORGE FERRY TERMINAL (Lat: 40.642214, Lng: -74.074308), Route carried "on" structure: Ramp City street , Year Built: 1948, Year Reconstructed: 1985, Status: Open, Structure Length: 28.01m (91.90ft), Average Daily Traffic: 1,700 (year 2002), Truck Traffic: 60%, Average Future Daily Traffic: 2,380 (year 2022), Features Intersected: SIRT SOUTH SHORE, Facility Carried by Structure: BUS STA ENTR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 4.8m (15.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.2 metric tons, Inventory Rating: 21.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.01m (91.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 11, Critical Feature Inspection Date: January 11, Bridge Improvement Cost: $28,364,000, Roadway Improvement Cost: $16,610,000, Total Project Cost: $44,974,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226978, Location: ST GEORGE FERRY TERMINAL (Lat: 40.642339, Lng: -74.074386), Route carried "on" structure: Ramp City street , Year Built: 1948, Year Reconstructed: 1985, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 1,600 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 2,240 (year 2022), Design Load: H 20, Features Intersected: SIRT SOUTH SHORE, Facility Carried by Structure: PARKING ENTR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Excellent, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $18,718,000, Roadway Improvement Cost: $10,961,000, Total Project Cost: $29,679,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226979, Location: ST GEORGE FERRY TERMINAL (Lat: 40.642931, Lng: -74.074997), Route carried "on" structure: Ramp City street , Year Built: 1948, Year Reconstructed: 1984, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 1,200 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 1,680 (year 2022), Design Load: HS 20, Features Intersected: STATEN ISLAND RR, Facility Carried by Structure: BUS STA EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 6.1m (20.0ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.13m (36.52ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 10, Critical Feature Inspection Date: October 10, Bridge Improvement Cost: $11,088,000, Roadway Improvement Cost: $6,493,000, Total Project Cost: $17,581,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 227003, Location: E. 156th Street (Lat: 40.823133, Lng: -73.921619), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 1,000 (year 2009), Average Future Daily Traffic: 1,400 (year 2029), Design Load: HS 20, Features Intersected: ACCESS TO HOUSING, Facility Carried by Structure: EAST 156TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 25.91m (85.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 11, Critical Feature Inspection Date: December 11, Bridge Improvement Cost: $78,852,000, Roadway Improvement Cost: $7,400,000, Total Project Cost: $86,252,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 227025, Location: At Brook Avenue (Lat: 41.821028, Lng: -73.911442), Route carried "on" structure: City street , Year Built: 1890, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,900 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 2,660 (year 2030), Features Intersected: Aband CSX Pt Morr, Facility Carried by Structure: Brook Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 29 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.5m (11.5ft), Curb-To-Curb Width: 179.5m (588.9ft), Out-to-Out Width: 183.2m (601.0ft)

Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 43.7 metric tons, Inventory Rating: 12.3 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 11, Critical Feature Inspection Date: June 11, Bridge Improvement Cost: $20,700,000, Roadway Improvement Cost: $12,122,000, Total Project Cost: $32,822,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 227069, Location: Flushing Meadow Park (Lat: 40.986028, Lng: -73.840000), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 5.43m (17.81ft), Features Intersected: TIDE GATE DAM, Facility Carried by Structure: FLUSHING MDOW PK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 14, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 73.5 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $3,652,000, Roadway Improvement Cost: $2,139,000, Total Project Cost: $5,791,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 230013, Location: ROCKAWAY BLVD OVER HOOK (Lat: 40.635192, Lng: -73.739781), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 42,900 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 60,060 (year 2031), Design Load: HS 20, Features Intersected: HOOK CREEK, Facility Carried by Structure: ROCKAWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.99m (16.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 11, Underwater Inspection Date: June 2008, Bridge Improvement Cost: $12,973,000, Roadway Improvement Cost: $7,597,000, Total Project Cost: $20,570,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5066649, Location: 1.4 MI NW I295 + I95 (Lat: 40.856678, Lng: -73.826342), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 132,700 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 185,780 (year 2025), Design Load: HS 20, Features Intersected: RTE 907F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.762, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 38.1m (125.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 38.0m (124.7ft), Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $3,861,000, Roadway Improvement Cost: $2,261,000, Total Project Cost: $6,122,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5066651, Location: JCT I95+ HUTCHINSON R PKY (Lat: 40.860822, Lng: -73.828267), Route carried "on" structure: Interstate 95, Year Built: 1955, Year Reconstructed: 1985, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 148,400 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 207,760 (year 2024), Features Intersected: RTE 908A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.225, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.3 metric tons, Inventory Rating: 22.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $7,101,000, Roadway Improvement Cost: $4,158,000, Total Project Cost: $11,259,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5066652, Location: JCT I95+ HUTCHINSON R PKY (Lat: 40.861072, Lng: -73.828061), Route carried "on" structure: Interstate 95, Year Built: 1940, Year Reconstructed: 1985, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 69,750 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 97,650 (year 2025), Features Intersected: RTE 908A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.309, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)

Condition: Superstructure: Fair, Substructure: Good, Operating Rating: 54.4 metric tons, Inventory Rating: 20.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $6,524,000, Roadway Improvement Cost: $3,820,000, Total Project Cost: $10,344,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5075309, Location: 1.6 MI NW JCT I295 & I95 (Lat: 40.859456, Lng: -73.827122), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 2008, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 132,700 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 185,780 (year 2025), Design Load: HS 20, Features Intersected: ERSKINE PLACE, AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.035, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 39.9m (130.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 37.0m (121.4ft), Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.79m (35.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $88,607,000, Roadway Improvement Cost: $8,315,000, Total Project Cost: $96,922,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 507538, Location: M.P.NE0.17 TO M.P.NE1.21 (Lat: 40.862164, Lng: -73.829553), Route carried "on" structure: Ramp City street , Year Built: 1956, Year Reconstructed: 1985, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 9,730 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 13,622 (year 2017), Design Load: HS 20, Features Intersected: RTE I95, Facility Carried by Structure: GUNHILL RD ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 966.446, Lanes on structure: 1, Lanes under structure: 3, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $12,417,000, Roadway Improvement Cost: $7,271,000, Total Project Cost: $19,688,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5075399, Location: 2.3 MI NW JCT I295 & I95 (Lat: 40.868494, Lng: -73.832586), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1989, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 139,500 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 195,300 (year 2025), Design Load: HS 20, Features Intersected: BARTOW AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.210, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 27.7m (90.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 27.9m (91.5ft), Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 11, Critical Feature Inspection Date: May 11, Bridge Improvement Cost: $14,237,000, Roadway Improvement Cost: $8,337,000, Total Project Cost: $22,574,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5075429, Location: 3.6 MI NW I295+I95 (Lat: 40.883847, Lng: -73.825725), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 13,300 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 18,620 (year 2031), Design Load: HS 20, Features Intersected: RTE I95, Facility Carried by Structure: CONNER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 4, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 22.3m (73.2ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 4.8m (15.7ft), Right: 4.8m (15.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 10, Critical Feature Inspection Date: September 10, Bridge Improvement Cost: $59,912,000, Roadway Improvement Cost: $35,084,000, Total Project Cost: $94,996,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous