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

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Structure Number: 106654,  Location: .31 MI SW JCT I295 & I95 (Lat: 40.833064,  Lng: -73.828244),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 12,176 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,791 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: EAST TREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.866,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $6,529,000,  Roadway Improvement Cost: $3,824,000,  Total Project Cost: $10,353,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106655,  Location: .16 MI SW JCT I295 & I95 (Lat: 40.834119,  Lng: -73.826058),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 8,126 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,871 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: LOGAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 4,  Lanes under structure: 6,  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: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: 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: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,401,000,  Roadway Improvement Cost: $3,163,000,  Total Project Cost: $8,563,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1066569,  Location: JCT I295 & I95 (Lat: 40.835942,  Lng: -73.824542),  Route carried "on" structure: Interstate 95,  Year Built: 2007,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 89,299 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 114,106 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I695, RTE I695
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.461,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $9,752,000,  Roadway Improvement Cost: $5,711,000,  Total Project Cost: $15,463,000 ( Estimate for 2021),  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: 106658,  Location: .5 MILE N JCT I295 & I95 (Lat: 40.842881,  Lng: -73.825806),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 17,621 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,669 (year 2022),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: JARVIS AVENUE
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),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  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: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,445,000,  Roadway Improvement Cost: $3,774,000,  Total Project Cost: $10,220,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106661,  Location: 1.1 MI N I295+I95 (Lat: 40.851683,  Lng: -73.826983),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 4.21m (13.81ft),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: WILKINSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  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: 20.7m (67.9ft),  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: 21.9m (71.9ft)

Condition: Deck: Poor,  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: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,758,000,  Roadway Improvement Cost: $3,372,000,  Total Project Cost: $9,130,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106663,  Location: 1.2 MI N I295+I95 (Lat: 40.853264,  Lng: -73.826264),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 6,331 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,360 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I95, RTE I95,  Facility Carried by Structure: WESTCHESTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.878,  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: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,898,000,  Roadway Improvement Cost: $3,454,000,  Total Project Cost: $9,352,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1066669,  Location: 1 MI NE I278+I87 (Lat: 40.820067,  Lng: -73.890522),  Route carried "on" structure: Interstate 278,  Year Built: 1960,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 382.65m (1255.41ft),  Average Daily Traffic: 133,444 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 170,514 (year 2040),  Design Load: HS 20,  Features Intersected: BRUCKNER EXPWY EB, BRUCK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Lanes under structure: 33,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 176,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 382.64m (1255.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $440,546,000,  Roadway Improvement Cost: $257,984,000,  Total Project Cost: $698,530,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106666A,  Location: 1 MI NE JCT I278 & I87 (Lat: 40.803247,  Lng: -73.914878),  Route carried "on" structure: Interstate 278,  Year Built: 1959,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 25.97m (85.20ft),  Average Daily Traffic: 108,134 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 138,173 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.96m (85.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $16,023,000,  Roadway Improvement Cost: $9,383,000,  Total Project Cost: $25,407,000 ( Estimate for 2021),  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: 106666B,  Location: 1 MI NE JCT I278 & I87 (Lat: 40.803619,  Lng: -73.914381),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1959,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 27.55m (90.39ft),  Average Daily Traffic: 24,321 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,049 (year 2023),  Design Load: HS 20,  Features Intersected: BRUCKNER BLVD SB, RELIEF
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: 27.55m (90.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $14,592,000,  Roadway Improvement Cost: $8,545,000,  Total Project Cost: $23,137,000 ( Estimate for 2021),  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: 106666C,  Location: JCT I278 & I87 (Lat: 40.803611,  Lng: -73.915922),  Route carried "on" structure: Interstate 278,  Year Built: 1959,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 40.29m (132.19ft),  Average Daily Traffic: 92,823 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 118,609 (year 2040),  Design Load: HS 20,  Features Intersected: Bruckner Blvd Eastbound,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.29m (132.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $22,972,000,  Roadway Improvement Cost: $13,452,000,  Total Project Cost: $36,424,000 ( Estimate for 2021),  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: 106666D,  Location: 1 MI NE JCT I278 & I87 (Lat: 40.805347,  Lng: -73.909981),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1962,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.91m (32.51ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: EAST 140TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 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: Equal to 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: 9.90m (32.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,847,000,  Roadway Improvement Cost: $2,253,000,  Total Project Cost: $6,100,000 ( Estimate for 2021),  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: 106666E,  Location: 1 MI NE JCT I278 & I87 (Lat: 40.809239,  Lng: -73.903564),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1962,  Status: Open,  Structure Length: 16.97m (55.68ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.97m (55.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $5,736,000,  Roadway Improvement Cost: $3,359,000,  Total Project Cost: $9,096,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106666F,  Location: 1 MI NE JCT I278 & I87 (Lat: 40.820150,  Lng: -73.890639),  Route carried "on" structure: Interstate 278,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 23.16m (75.98ft),  Average Daily Traffic: 149,369 (year 1989),  Truck Traffic: 9%,  Average Future Daily Traffic: 209,117 (year 2009),  Design Load: HS 20,  Features Intersected: HUNTS POINT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.671,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.16m (75.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $10,402,000,  Roadway Improvement Cost: $6,091,000,  Total Project Cost: $16,493,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106666G,  Location: 1 MI NE JCT I278 & I87 (Lat: 40.820942,  Lng: -73.889169),  Route carried "on" structure: Ramp Interstate 278,  Year Built: 1962,  Status: Open,  Structure Length: 14.78m (48.49ft),  Average Daily Traffic: 133,444 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 170,514 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.475,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.0 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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 14.78m (48.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,719,000,  Roadway Improvement Cost: $3,935,000,  Total Project Cost: $10,653,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106666H,  Location: 1 MI NE JCT I278 & I87 (Lat: 40.821075,  Lng: -73.888792),  Route carried "on" structure: Ramp Interstate 895,  Year Built: 1962,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 25,006 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,123 (year 2040),  Design Load: HS 20,  Features Intersected: FAILE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.0 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: Somewhat better than minimum adequacy,  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: 17.37m (56.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $6,520,000,  Roadway Improvement Cost: $3,818,000,  Total Project Cost: $10,338,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 106669,  Location: 1.2 MI W I878+I95 (Lat: 40.825886,  Lng: -73.859517),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 16,256 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,899 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278, RTE I278,  Facility Carried by Structure: WHITE PLAINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.220,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 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: 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: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,969,000,  Roadway Improvement Cost: $4,081,000,  Total Project Cost: $11,049,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10667,  Location: .7 MI W I878+I95 (Lat: 40.827308,  Lng: -73.849961),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 6,991 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,718 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I278, RTE I278, RTE,  Facility Carried by Structure: CASTLE HILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 70.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $9,169,000,  Roadway Improvement Cost: $5,369,000,  Total Project Cost: $14,538,000 ( Estimate for 2021),  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: 1066717,  Location: JCT I95 & I278 (Lat: 40.827875,  Lng: -73.885717),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 16,137 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,212 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I895, RTE I895, NYC,  Facility Carried by Structure: WESTCHESTER AVE
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 2.993,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 6.4m (21.0ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $9,986,000,  Roadway Improvement Cost: $5,848,000,  Total Project Cost: $15,833,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106673,  Location: JCT I278 & I87 (Lat: 40.803231,  Lng: -73.916319),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Status: Open,  Structure Length: 11.13m (36.52ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: RTE I278, RTE I278
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 11.12m (36.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $6,327,000,  Roadway Improvement Cost: $3,705,000,  Total Project Cost: $10,032,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1066749,  Location: 3.1 MILES S JCT I87 & I95 (Lat: 40.804533,  Lng: -73.919094),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 92,823 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 118,609 (year 2040),  Design Load: HS 20,  Features Intersected: ST ANN'S AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $11,795,000,  Roadway Improvement Cost: $6,907,000,  Total Project Cost: $18,702,000 ( Estimate for 2021)

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Structure Number: 1066759,  Location: 3.0 MI S JCT I87+I95 (Lat: 40.805314,  Lng: -73.920867),  Route carried "on" structure: Interstate 87,  Year Built: 1959,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 92,823 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 118,609 (year 2040),  Design Load: HS 20,  Features Intersected: BROOK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 28.1m (92.2ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,881,000,  Roadway Improvement Cost: $4,615,000,  Total Project Cost: $12,497,000 ( Estimate for 2021)

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Structure Number: 106676,  Location: 2.8 MI S JCT I87+I95 (Lat: 40.806769,  Lng: -73.924514),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 8,384 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,423 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I87, RTE I87,  Facility Carried by Structure: WILLIS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.9m (55.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 64.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,968,000,  Roadway Improvement Cost: $2,324,000,  Total Project Cost: $6,292,000 ( Estimate for 2021),  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: 1066779,  Location: 2.5 MI S JCT I87 & I95 (Lat: 40.809400,  Lng: -73.929411),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 98,677 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 126,089 (year 2040),  Design Load: HS 20,  Features Intersected: LINCOLN AVE, THIRD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.05m (46.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $19,030,000,  Roadway Improvement Cost: $11,144,000,  Total Project Cost: $30,174,000 ( Estimate for 2021),  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: 106678,  Location: 2.3 MI S JCT I87+I95 (Lat: 40.812500,  Lng: -73.931653),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 5.33m (17.49ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: RTE I87, RTE I87, Rmp to,  Facility Carried by Structure: GRAND CONCOURSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,097,000,  Roadway Improvement Cost: $2,399,000,  Total Project Cost: $6,496,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106679,  Location: 2.2 MILES S JCT I87 & I95 (Lat: 40.813583,  Lng: -73.931175),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 11,159 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,211 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I87, RTE I87,  Facility Carried by Structure: 138TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  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: 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: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $7,242,000,  Roadway Improvement Cost: $4,241,000,  Total Project Cost: $11,482,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1066809,  Location: 1.5 MI S JCT I87+I95 (Lat: 40.819411,  Lng: -73.930764),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 131.67m (431.99ft),  Average Daily Traffic: 108,326 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 138,418 (year 2040),  Design Load: HS 20,  Features Intersected: 87I 87IXIMR05B1, METRO N
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 2.060,  Lanes on structure: 6,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 72,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.2 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 131.67m (431.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Bridge Improvement Cost: $144,488,000,  Roadway Improvement Cost: $84,612,000,  Total Project Cost: $229,100,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106680A,  Location: 1.5 MI S JCT I87 & I95 (Lat: 40.817617,  Lng: -73.930683),  Route carried "on" structure: Ramp Interstate 87,  Year Built: 1956,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 5,857 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,484 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF@E 149TH ST
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.2 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.03m (19.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $2,545,000,  Roadway Improvement Cost: $1,490,000,  Total Project Cost: $4,035,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106680B,  Location: 1.5 MI JCT I87 & I95 (Lat: 40.826864,  Lng: -73.931117),  Route carried "on" structure: Ramp Interstate 87,  Year Built: 1976,  Status: Open,  Structure Length: 16.73m (54.89ft),  Average Daily Traffic: 97,349 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 136,289 (year 2029),  Design Load: HS 20,  Features Intersected: METRO NO COMMUTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.282,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 43.8m (143.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 16.73m (54.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $7,040,000,  Roadway Improvement Cost: $4,122,000,  Total Project Cost: $11,162,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106680C,  Location: 1.5 MI S JCT I87 & I95 (Lat: 40.826664,  Lng: -73.930969),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 108,326 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 138,418 (year 2040),  Design Load: HS 20,  Features Intersected: METRO NO COMMUTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.43m (24.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $5,617,000,  Roadway Improvement Cost: $3,289,000,  Total Project Cost: $8,907,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106684,  Location: .3 MI S JCT I87+I95 (Lat: 40.841350,  Lng: -73.928369),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 7,466 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,452 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I87, RTE I87, RAMP T,  Facility Carried by Structure: DEPOT PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 4.6m (15.1ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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 2020,  Bridge Improvement Cost: $5,164,000,  Roadway Improvement Cost: $3,024,000,  Total Project Cost: $8,189,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106685,  Location: JCT I87+I95 (Lat: 40.845578,  Lng: -73.926706),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1964,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 26.33m (86.38ft),  Average Daily Traffic: 7,552 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,649 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I87, RTE I87, 95I RA
Minimum Vertical Clearance: 10.99m (36.06ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 26.33m (86.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $12,593,000,  Roadway Improvement Cost: $7,374,000,  Total Project Cost: $19,967,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106685A,  Location: JCT I87 & I95 (Lat: 40.846181,  Lng: -73.925492),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1964,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.74m (18.83ft),  Average Daily Traffic: 7,552 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,649 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I87, RTE I87
Minimum Vertical Clearance: 14.99m (49.18ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 5.74m (18.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,371,000,  Roadway Improvement Cost: $1,974,000,  Total Project Cost: $5,345,000 ( Estimate for 2021),  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: 106685B,  Location: JCT I87 & I95 (Lat: 40.846478,  Lng: -73.925344),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1964,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 10,398 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,286 (year 2040),  Design Load: HS 20,  Features Intersected: SEDGWICK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.51m (18.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,706,000,  Roadway Improvement Cost: $1,584,000,  Total Project Cost: $4,290,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106686,  Location: JCT I87+I95 (Lat: 40.844350,  Lng: -73.925119),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,856 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,469 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 87I,  Facility Carried by Structure: UNDERCLIFF AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 56.9m (186.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $15,690,000,  Roadway Improvement Cost: $9,188,000,  Total Project Cost: $24,878,000 ( Estimate for 2021)

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Structure Number: 106687,  Location: JCT I87+I95 (Lat: 40.843144,  Lng: -73.926894),  Route carried "on" structure: Ramp Interstate 87,  Year Built: 1964,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 36.39m (119.39ft),  Average Daily Traffic: 26,054 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,291 (year 2040),  Design Load: HS 20,  Features Intersected: RTE I87, RTE I87, SEDGWI
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 36.39m (119.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $18,985,000,  Roadway Improvement Cost: $11,118,000,  Total Project Cost: $30,103,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106687A,  Location: JCT I87 & I95 (Lat: 40.843886,  Lng: -73.926519),  Route carried "on" structure: Ramp Interstate 87,  Year Built: 1964,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 13.23m (43.41ft),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: RTE I87, SEDGWICK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 13.22m (43.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $6,212,000,  Roadway Improvement Cost: $3,638,000,  Total Project Cost: $9,850,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing