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

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Structure Number: 1055009, Location: 0.9 MI W JCT I278 & I495 (Lat: 40.730758, Lng: -73.915072), Route carried "on" structure: Interstate 495, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 117.53m (385.60ft), Average Daily Traffic: 158,300 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 221,620 (year 2031), Design Load: HS 20, Features Intersected: RTE I495, 58 TH STREET,
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 3.266, Lanes on structure: 6, Lanes under structure: 18, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 40, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 117.53m (385.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 10, Critical Feature Inspection Date: November 10, Bridge Improvement Cost: $21,667,000, Roadway Improvement Cost: $12,688,000, Total Project Cost: $34,355,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1055019, Location: IN CORONA (Lat: 40.737350, Lng: -73.851939), Route carried "on" structure: Interstate 495, Year Built: 1963, Year Reconstructed: 2003, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 150,100 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 210,140 (year 2030), Features Intersected: 108TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.976, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.7m (123.7ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 38.0m (124.7ft), Out-to-Out Width: 39.9m (130.9ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $10,458,000, Roadway Improvement Cost: $6,124,000, Total Project Cost: $16,582,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105504, Location: 2 MI N JCT TRIBO BR & HRD (Lat: 40.831867, Lng: -73.935194), Route carried "on" structure: City street 907P, Year Built: 1966, Status: Open, Structure Length: 33.38m (109.51ft), Average Daily Traffic: 44,460 (year 2004), Average Future Daily Traffic: 62,244 (year 2024), Design Load: H 20, Features Intersected: HARLEM RVR SHORE
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 164.327, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 0.6m (2.0ft), Horizontal Clearance: 3.0m (9.8ft)), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 34, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.7m (2.3ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 33.38m (109.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 11, Underwater Inspection Date: June 11, Bridge Improvement Cost: $49,271,000, Roadway Improvement Cost: $4,624,000, Total Project Cost: $53,895,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105507, Location: .2 MI NE JCT GCP & I495 (Lat: 40.741533, Lng: -73.842436), Route carried "on" structure: Other road , Year Built: 1963, Status: Open, Structure Length: 20.29m (66.57ft), Average Daily Traffic: 99 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2029), Design Load: HS 20, Features Intersected: RTE I495, RTE I495, RTE, Facility Carried by Structure: FLUSHING MEADOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 15, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.29m (66.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $11,708,000, Roadway Improvement Cost: $6,856,000, Total Project Cost: $18,564,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055089, Location: JCT I495+RTE 678 (Lat: 40.743344, Lng: -73.836131), Route carried "on" structure: Interstate 495, Year Built: 1958, Status: Open, Structure Length: 14.81m (48.59ft), Average Daily Traffic: 143,514 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 200,920 (year 2025), Design Load: HS 20+Mod, Features Intersected: RTE I678, FLUSHING RIVER
Minimum Vertical Clearance: 7.99m (26.21ft), Kilometerpoint: 172.597, Lanes on structure: 6, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.81m (48.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $24,646,000, Roadway Improvement Cost: $14,433,000, Total Project Cost: $39,079,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105509, Location: JCT I495+RTE 678 (Lat: 40.744081, Lng: -73.838617), Route carried "on" structure: Ramp Interstate 495, Year Built: 1959, Status: Open, Structure Length: 12.34m (40.49ft), Average Daily Traffic: 11,661 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 16,325 (year 2017), Design Load: HS 20+Mod, Features Intersected: RTE I678, FLUSHING RIVER
Minimum Vertical Clearance: 6.80m (22.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State 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: 6, Number Of Approach Spans: 1, Length of Maximum Span: 24.9m (81.7ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.34m (40.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $4,289,000, Roadway Improvement Cost: $2,512,000, Total Project Cost: $6,801,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10551, Location: JCT I495 & I678 (Lat: 40.743436, Lng: -73.836247), Route carried "on" structure: Ramp City street , Year Built: 1958, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 12,257 (year 1996), Truck Traffic: 4%, Average Future Daily Traffic: 17,160 (year 2016), Design Load: HS 20+Mod, Features Intersected: RTE I678, FLUSHING RIVER, Facility Carried by Structure: LIE SERVICE RD
Minimum Vertical Clearance: 8.33m (27.33ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State 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: 6, Number Of Approach Spans: 2, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 49.9 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.43m (37.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $28,294,000, Roadway Improvement Cost: $2,655,000, Total Project Cost: $30,949,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1055129, Location: .6 MI E I495+RTE 678 (Lat: 40.742225, Lng: -73.825289), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 25,040 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 35,056 (year 2017), Design Load: HS 20+Mod, Features Intersected: RTE I495, RTE I495, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 4.6m (15.1ft), Right: 4.6m (15.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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 corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $9,350,000, Roadway Improvement Cost: $5,475,000, Total Project Cost: $14,825,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055149, Location: 1.2 MI SE JCT I495 & I678 (Lat: 40.738886, Lng: -73.815033), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1996, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,265 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 4,571 (year 2020), Design Load: HS 20+Mod, Features Intersected: RTE I495, RTE I495, Facility Carried by Structure: KISSENA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.6m (57.7ft), Curb or Sidewalk Widths: Left: 4.6m (15.1ft), Right: 4.6m (15.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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: Better than 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $11,219,000, Roadway Improvement Cost: $6,570,000, Total Project Cost: $17,789,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055169, Location: 1.8 MI SE I495+RTE 678 (Lat: 40.738378, Lng: -73.804692), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 21,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 29,680 (year 2026), Design Load: HS 20, Features Intersected: RTE I495, RTE I495, Facility Carried by Structure: 164TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.096, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Inventory Rating: 63.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $9,052,000, Roadway Improvement Cost: $5,301,000, Total Project Cost: $14,353,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055189, Location: 2.4 MI SE JCT I495 & I678 (Lat: 40.739122, Lng: -73.793000), Route carried "on" structure: Interstate 495, Year Built: 1958, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 125,700 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 175,980 (year 2031), Design Load: HS 20, Features Intersected: UTOPIA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.253, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.9m (94.8ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 30.9m (101.4ft), Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.56m (11.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $4,318,000, Roadway Improvement Cost: $2,529,000, Total Project Cost: $6,847,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055199, Location: 2.8 MI E I495+RTE 678 (Lat: 40.740831, Lng: -73.786786), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 12,592 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 17,629 (year 2019), Design Load: HS 20, Features Intersected: RTE I495, 495I495IX5M141, Facility Carried by Structure: 188TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 72.6 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: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $23,966,000, Roadway Improvement Cost: $2,249,000, Total Project Cost: $26,215,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055209, Location: I495 AT EXIT 26 (Lat: 40.743300, Lng: -73.775703), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 19,074 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 26,704 (year 2020), Design Load: HS 20, Features Intersected: RTE I495, 495I 495IX5M13, Facility Carried by Structure: FRNCIS LEWIS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.8 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $9,193,000, Roadway Improvement Cost: $5,383,000, Total Project Cost: $14,576,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105521, Location: JCT I495+I78 (Lat: 40.743275, Lng: -73.775206), Route carried "on" structure: Ramp Interstate 295, Year Built: 1960, Year Reconstructed: 2003, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 7,833 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 10,966 (year 2023), Design Load: HS 20, Features Intersected: RTE I495, RTE I495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.374, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $2,719,000, Roadway Improvement Cost: $1,592,000, Total Project Cost: $4,311,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105522, Location: JCT I495+I78 (Lat: 40.743822, Lng: -73.772331), Route carried "on" structure: Ramp Interstate 495, Year Built: 1960, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 10,615 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 14,861 (year 2020), Design Load: HS 20, Features Intersected: RTE I495, RTE I495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 8, Owner: State 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: 2, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $2,327,000, Roadway Improvement Cost: $1,363,000, Total Project Cost: $3,690,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105523, Location: JCT I495+I78 (Lat: 40.744736, Lng: -73.771850), Route carried "on" structure: Ramp Interstate 495, Year Built: 1960, Year Reconstructed: 1990, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 76,120 (year 1989), Truck Traffic: 9%, Average Future Daily Traffic: 106,568 (year 2009), Design Load: HS 20, Features Intersected: RTE I295, RTE I295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $19,000, Total Project Cost: $52,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1055249, Location: JCT I495+I78 (Lat: 40.744083, Lng: -73.771567), Route carried "on" structure: Interstate 495, Year Built: 1960, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 67,600 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 94,640 (year 2031), Design Load: HS 20, Features Intersected: RTE I295, RTE I295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.687, Lanes on structure: 8, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.8m (97.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 29.8m (97.8ft), Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 69.9 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: 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: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $4,515,000, Roadway Improvement Cost: $2,644,000, Total Project Cost: $7,159,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105525, Location: JCT 495I and 295I (Lat: 40.742903, Lng: -73.769847), Route carried "on" structure: Ramp Interstate 295, Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 2,705 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 3,787 (year 2020), Design Load: HS 20, Features Intersected: H H EXPWY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $1,320,000, Roadway Improvement Cost: $773,000, Total Project Cost: $2,093,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105526, Location: JCT I495+I78 (Lat: 40.745125, Lng: -73.769356), Route carried "on" structure: Ramp Interstate 295, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 78,828 (year 1989), Truck Traffic: 9%, Average Future Daily Traffic: 110,359 (year 2009), Design Load: HS 20, Features Intersected: RTE I495, RTE I495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.017, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 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 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: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $2,132,000, Roadway Improvement Cost: $1,248,000, Total Project Cost: $3,380,000 ( 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: 1055289, Location: JCT I495+I295 (Lat: 40.742539, Lng: -73.771133), Route carried "on" structure: Ramp Interstate 495, Year Built: 1960, Year Reconstructed: 2003, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 76,120 (year 1989), Truck Traffic: 9%, Average Future Daily Traffic: 106,568 (year 2009), Design Load: HS 20, Features Intersected: RTE I295, RTE I295, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $7,237,000, Roadway Improvement Cost: $4,238,000, Total Project Cost: $11,475,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105529, Location: JCT I495+I78 (Lat: 40.745542, Lng: -73.772250), Route carried "on" structure: Ramp Interstate 495, Year Built: 1960, Year Reconstructed: 2003, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 76,120 (year 1989), Truck Traffic: 9%, Average Future Daily Traffic: 106,568 (year 2009), Design Load: HS 20, Features Intersected: RTE I295, RTE I295, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 0.0m, Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $5,281,000, Roadway Improvement Cost: $3,093,000, Total Project Cost: $8,374,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10553, Location: .2 MI NE JCT I295 & I495 (Lat: 40.745667, Lng: -73.767772), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 5,107 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 7,150 (year 2020), Design Load: HS 20+Mod, Features Intersected: RTE I495, RTE I495, Facility Carried by Structure: OCEANIA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.9 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $138,000, Total Project Cost: $374,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055319, Location: .6 MI NE JCT I295 & I495 (Lat: 40.747417, Lng: -73.761258), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,146 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 12,804 (year 2020), Design Load: HS 20+Mod, Features Intersected: RTE I495, RTE I495, Facility Carried by Structure: BELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 4.6m (15.1ft), Right: 4.6m (15.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 65.3 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $11,207,000, Roadway Improvement Cost: $6,563,000, Total Project Cost: $17,770,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105532, Location: .9 MI NE I78+I495 (Lat: 40.749178, Lng: -73.756725), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 17,077 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 23,908 (year 2020), Design Load: HS 20+Mod, Features Intersected: RTE I495, RTE I495, Facility Carried by Structure: SPRINGFIELD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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, Inspection Date: August 11, Bridge Improvement Cost: $9,021,000, Roadway Improvement Cost: $5,283,000, Total Project Cost: $14,304,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105534, Location: .2 MI SW JCT CI PKWY&I495 (Lat: 40.752042, Lng: -73.746806), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 9,170 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 12,838 (year 2020), Design Load: HS 25, Features Intersected: RTE I495, RTE I495, Facility Carried by Structure: EAST HAMPTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 5.0m (16.4ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $5,209,000, Roadway Improvement Cost: $3,050,000, Total Project Cost: $8,259,000 ( 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: 1055359, Location: JCT I495 & CROSS ISLD PKY (Lat: 40.753600, Lng: -73.744336), Route carried "on" structure: Interstate 495, Year Built: 2002, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 150,100 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 210,140 (year 2031), Design Load: HS 25, Features Intersected: RTE 907A, RTE 907A, 495I
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.710, Lanes on structure: 6, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.8m (104.3ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 31.8m (104.3ft), Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.03m (32.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $12,952,000, Roadway Improvement Cost: $7,585,000, Total Project Cost: $20,537,000 ( 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: 105536, Location: BET EXITS 30 & 31 OF I495 (Lat: 40.756969, Lng: -73.739333), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 11,363 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 15,908 (year 2021), Design Load: HS 25, Features Intersected: RTE I495, RTE I495, Facility Carried by Structure: DOUGLASTON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.34m (14.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $5,485,000, Roadway Improvement Cost: $3,212,000, Total Project Cost: $8,697,000 ( 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: 1055371, Location: 1.1 MI SW GCP + 495I (Lat: 40.735097, Lng: -73.864578), Route carried "on" structure: Interstate 495, Year Built: 1992, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 30,000 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 42,000 (year 2028), Design Load: HS 20, Features Intersected: JUNCTION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 10, Critical Feature Inspection Date: June 10, Bridge Improvement Cost: $831,000, Roadway Improvement Cost: $487,000, Total Project Cost: $1,318,000 ( 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: 1055372, Location: 1 MI SW JCT GCPKWY & I495 (Lat: 40.735097, Lng: -73.864578), Route carried "on" structure: Interstate 495, Year Built: 1957, Year Reconstructed: 2001, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 144,500 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 202,300 (year 2028), Design Load: HS 25, Features Intersected: JUNCTION BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.850, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 34.3m (112.5ft), Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 76.2 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $56,000, Total Project Cost: $152,000 ( 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: 10554, Location: .8 MI NE 495+CRS ISL PKWY (Lat: 40.760608, Lng: -73.731822), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 10,987 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 15,382 (year 2020), Design Load: HS 25, Features Intersected: RTE I495, RTE I495, Facility Carried by Structure: MARATHON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.7m (64.6ft), Curb or Sidewalk Widths: Left: 4.6m (15.1ft), Right: 4.6m (15.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $5,413,000, Roadway Improvement Cost: $3,170,000, Total Project Cost: $8,583,000 ( 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: 1055419, Location: 1.3 MI NE 495+CRS ISL PKY (Lat: 40.764181, Lng: -73.724089), Route carried "on" structure: Interstate 495, Year Built: 1957, Year Reconstructed: 2004, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 179,900 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 251,860 (year 2031), Design Load: HS 25, Features Intersected: LITTLE NECK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.818, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $5,706,000, Roadway Improvement Cost: $3,341,000, Total Project Cost: $9,047,000 ( 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: 105542, Location: .9 MI S JCT I295 & C I PK (Lat: 40.776075, Lng: -73.784653), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 13,400 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 18,760 (year 2026), Design Load: HS 20, Features Intersected: RTE I295, RTE I295, Facility Carried by Structure: 26TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.840, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $8,853,000, Roadway Improvement Cost: $5,184,000, Total Project Cost: $14,037,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105543, Location: 1.2 MI S I78+BC1P (Lat: 40.771372, Lng: -73.783506), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 6,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 6,666 (year 2031), Design Load: HS 20, Features Intersected: RTE I295, RTE I295, Facility Carried by Structure: 32ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.796, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.4 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $6,013,000, Roadway Improvement Cost: $3,521,000, Total Project Cost: $9,534,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105545, Location: 1.5 MI S JCT I78 & BCIP (Lat: 40.767061, Lng: -73.781381), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 16,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 22,400 (year 2026), Design Load: HS 20, Features Intersected: RTE I295, RTE I295, Facility Carried by Structure: 35TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.741, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.5 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $5,790,000, Roadway Improvement Cost: $3,391,000, Total Project Cost: $9,181,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105546, Location: 1.9 MI S I78+BC1P (Lat: 40.763092, Lng: -73.779192), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 5,519 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 7,727 (year 2020), Design Load: HS 20, Features Intersected: RTE I295, RTE I295, SB.S, Facility Carried by Structure: 39TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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 minimum criteria, Length Of Structure Improvement: 6.18m (20.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $6,614,000, Roadway Improvement Cost: $3,873,000, Total Project Cost: $10,487,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1055489, Location: 2.2 MI S I78+I495 (Lat: 40.758156, Lng: -73.777419), Route carried "on" structure: City street 25A, Year Built: 1961, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 29,670 (year 1989), Truck Traffic: 6%, Average Future Daily Traffic: 41,538 (year 2009), Design Load: HS 20, Features Intersected: RTE I295, RTE I295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.910, Lanes on structure: 8, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.6m (93.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Better than present minimum criteria, Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $35,781,000, Roadway Improvement Cost: $3,358,000, Total Project Cost: $39,139,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10555, Location: 2.6 MI S JCT I78 & I495 (Lat: 40.753319, Lng: -73.775875), Route carried "on" structure: City street , Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 8,457 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 11,840 (year 2020), Design Load: HS 20, Features Intersected: RTE I295, RTE I295, Facility Carried by Structure: ROCKY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $6,284,000, Roadway Improvement Cost: $3,680,000, Total Project Cost: $9,964,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105551, Location: .4 MI NW I78+I495 (Lat: 40.749886, Lng: -73.774231), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 5,965 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 8,351 (year 2020), Design Load: HS 20, Features Intersected: RTE I295, RTE I295, Facility Carried by Structure: 53RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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 replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $20,582,000, Roadway Improvement Cost: $1,932,000, Total Project Cost: $22,514,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous