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

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Structure Number: 5501163,  Location: JCT OF RTS CCP < I87 (Lat: 40.931806,  Lng: -73.856942),  Route carried "on" structure: City street 907K,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 10,554 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,872 (year 2040),  Features Intersected: 100 X SB, 871X SB, RTE I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  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: 6,  Length of Maximum Span: 37.4m (122.7ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 65.1 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: 50.2 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: 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: 21.27m (69.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $11,152,000,  Roadway Improvement Cost: $6,530,000,  Total Project Cost: $17,682,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 550117,  Location: JCT OF RTS CCP & BRP (Lat: 40.927692,  Lng: -73.840233),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 31.61m (103.71ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: 907GX, Midland avenue, 9,  Facility Carried by Structure: EB COLL.DIST.907K
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 14,  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: 8,  Length of Maximum Span: 42.3m (138.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.60m (103.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $13,218,000,  Roadway Improvement Cost: $7,741,000,  Total Project Cost: $20,959,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 550117A,  Location: JCT OF RTS CCP & BRP (Lat: 40.927936,  Lng: -73.841261),  Route carried "on" structure: Ramp Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 3.66m (12.01ft),  Truck Traffic: 2%,  Features Intersected: BROAD STREET,  Facility Carried by Structure: 907G to 907K EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 97.6 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,739,000,  Roadway Improvement Cost: $1,604,000,  Total Project Cost: $4,343,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 550117B,  Location: JCT OF RTS CCP & BRP (Lat: 40.928097,  Lng: -73.841778),  Route carried "on" structure: Ramp Other road ,  Year Built: 1970,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.51m (11.52ft),  Truck Traffic: 2%,  Features Intersected: BROAD STREET,  Facility Carried by Structure: 907K EB to907G SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 96.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,357,000,  Roadway Improvement Cost: $1,380,000,  Total Project Cost: $3,738,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5501191,  Location: 0.4MI E.JCT.RTES CCP&87I (Lat: 40.929819,  Lng: -73.848181),  Route carried "on" structure: Other road 907K,  Year Built: 1930,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 36,562 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,187 (year 2028),  Design Load: HS 20,  Features Intersected: KIMBALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.510,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.5 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: 58.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,998,000,  Roadway Improvement Cost: $1,170,000,  Total Project Cost: $3,168,000 ( 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: 5501192,  Location: 0.4MI E.JCT.RTES CCP&87I (Lat: 40.929672,  Lng: -73.848283),  Route carried "on" structure: Other road 907K,  Year Built: 1930,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 33,067 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 46,647 (year 2040),  Design Load: HS 20,  Features Intersected: KIMBALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.510,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 92.8 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $7,587,000,  Roadway Improvement Cost: $4,443,000,  Total Project Cost: $12,030,000 ( 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: 550152,  Location: 0.8 MI N JCT RTS BRP+CCP (Lat: 40.937475,  Lng: -73.837431),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 9.39m (30.81ft),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: 987FX SB, 987FX SB, RTE,  Facility Carried by Structure: DEWITT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 47.3 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: 36.3 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.38m (30.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $6,740,000,  Roadway Improvement Cost: $3,947,000,  Total Project Cost: $10,686,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 550153,  Location: JCT OF RTS BRP < SBSP (Lat: 40.938139,  Lng: -73.838575),  Route carried "on" structure: Other road 907G,  Year Built: 1958,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 23,973 (year 2020),  Average Future Daily Traffic: 33,818 (year 2040),  Design Load: HS 20,  Features Intersected: 987F 987F87011000 SB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.747,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 46.7 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: 36.0 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.02m (32.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,077,000,  Roadway Improvement Cost: $2,973,000,  Total Project Cost: $8,049,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 550156,  Location: .6 MI S JCT SBSP & SH100 (Lat: 40.939831,  Lng: -73.841669),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 4,828 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,865 (year 2040),  Design Load: HS 20,  Features Intersected: 987F987F87011003 WB, RT,  Facility Carried by Structure: KIMBALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.763,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 61.6 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: 47.6 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.85m (22.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,245,000,  Roadway Improvement Cost: $3,657,000,  Total Project Cost: $9,902,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 550157,  Location: 0.5 MI S JCT RTS SBSP+100 (Lat: 40.940728,  Lng: -73.843506),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 8,942 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,862 (year 2040),  Design Load: HS 20,  Features Intersected: 987F 987F87011004 SB, RT,  Facility Carried by Structure: PALMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $8,817,000,  Roadway Improvement Cost: $5,163,000,  Total Project Cost: $13,980,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 550158,  Location: 1.5 MI SW OF TUCKAHOE (Lat: 40.946278,  Lng: -73.849075),  Route carried "on" structure: Ramp City street 987F,  Year Built: 1962,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 3,440 (year 2016),  Average Future Daily Traffic: 4,852 (year 2040),  Design Load: HS 20,  Features Intersected: GRASSY SPRAIN BRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 55.4 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: 42.8 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $951,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550159,  Location: 1.6 MI SW OF TUCKAHOE (Lat: 40.947972,  Lng: -73.850639),  Route carried "on" structure: Ramp City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 10,718 (year 2016),  Average Future Daily Traffic: 15,119 (year 2040),  Design Load: HS 20,  Features Intersected: GRASSY SPRAIN BRK,  Facility Carried by Structure: RAMP K NB TO 987F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 67.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $589,000,  Roadway Improvement Cost: $345,000,  Total Project Cost: $934,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55016,  Location: 1.6 MI W OF TUCKAHOE (Lat: 40.950594,  Lng: -73.852258),  Route carried "on" structure: Ramp Other road 987F,  Year Built: 1970,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,766 (year 1997),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,472 (year 2017),  Features Intersected: GRASSY SPRAIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 81.3 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: 62.9 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $603,000,  Roadway Improvement Cost: $353,000,  Total Project Cost: $956,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5501619,  Location: 0.4 MI N JCT SBSP & SH100 (Lat: 40.950994,  Lng: -73.852975),  Route carried "on" structure: City street 987F,  Year Built: 1962,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 101,386 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 143,025 (year 2040),  Features Intersected: GRASSY SPRAIN BRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,005,000,  Roadway Improvement Cost: $589,000,  Total Project Cost: $1,594,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550162,  Location: TUCKAHOE RD & SBSP RAMP L (Lat: 40.951514,  Lng: -73.853650),  Route carried "on" structure: Ramp Interstate 987F,  Year Built: 1958,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,158 (year 1997),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,021 (year 2017),  Features Intersected: GRASSY SPRAIN BRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 46.7 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: 36.3 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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $386,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550163,  Location: 1.7 MI SW OF TUCKAHOE (Lat: 40.953108,  Lng: -73.853803),  Route carried "on" structure: Ramp Other road 987F,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,423 (year 1997),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,392 (year 2017),  Design Load: HS 20,  Features Intersected: GRASSY SPRAIN BK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.4 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: 50.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $286,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $453,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550164,  Location: 0.7 MI N JCT RTS SBSP<100 (Lat: 40.957297,  Lng: -73.851553),  Route carried "on" structure: City street 987F,  Year Built: 1961,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 101,386 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 143,025 (year 2040),  Features Intersected: GRASSY SPRAIN BK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.832,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Channel: Fair,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $357,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $566,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551379,  Location: 2 MI S JCT I87 & CC PRKWY (Lat: 40.908778,  Lng: -73.877731),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 3.51m (11.52ft),  Truck Traffic: 6%,  Design Load: HS 25 or greater,  Features Intersected: 87IX NB, RTE I87,  Facility Carried by Structure: COUNTY ROAD 127
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 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 or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 97.2 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: 81.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,906,000,  Roadway Improvement Cost: $2,873,000,  Total Project Cost: $7,778,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 55138,  Location: 1.7 MI S JCT I87 & CCP (Lat: 40.912297,  Lng: -73.875236),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 6.07m (19.91ft),  Truck Traffic: 4%,  Design Load: HS 25 or greater,  Features Intersected: I-87 SB, RTE I87, RTE 10,  Facility Carried by Structure: HALL PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.06m (19.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,811,000,  Roadway Improvement Cost: $2,817,000,  Total Project Cost: $7,628,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 551382,  Location: 0.9 MI S JCT RTS I87+CCP (Lat: 40.920686,  Lng: -73.865597),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 3,600 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,040 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: CLARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 70.8 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 minimum criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,334,000,  Roadway Improvement Cost: $3,124,000,  Total Project Cost: $8,458,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 5513839,  Location: 0.4 MI S JCT RTS I87&CCP (Lat: 40.925206,  Lng: -73.858303),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 68,622 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 116,204 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MILE SQUARE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.832,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $9,064,000,  Roadway Improvement Cost: $5,308,000,  Total Project Cost: $14,372,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 551384,  Location: 0.4 MI N JCT RTS I87+100 (Lat: 40.945122,  Lng: -73.854392),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 4.15m (13.62ft),  Truck Traffic: 3%,  Design Load: HS 20+Mod,  Features Intersected: 87IX NB, RTE I87,  Facility Carried by Structure: PALMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  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: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,005,000,  Roadway Improvement Cost: $1,760,000,  Total Project Cost: $4,765,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5513859,  Location: 1.3 MI N JCT RTS I 87+100 (Lat: 40.955322,  Lng: -73.861150),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 55,430 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 93,865 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TUCKAHOE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.420,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 41.9m (137.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $9,049,000,  Roadway Improvement Cost: $5,299,000,  Total Project Cost: $14,347,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 551386,  Location: 0.8 MI N JCT 87I & TUCKAH (Lat: 40.966919,  Lng: -73.860981),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 5.64m (18.50ft),  Truck Traffic: 4%,  Design Load: HS 25 or greater,  Features Intersected: 871 SB, RTE I87,  Facility Carried by Structure: RIDGE HILL BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 62.5 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: 48.3 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,135,000,  Roadway Improvement Cost: $2,422,000,  Total Project Cost: $6,557,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

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Structure Number: 5521179,  Location: JCT OF RTS 100+I87 (Lat: 40.938497,  Lng: -73.855708),  Route carried "on" structure: Interstate 87,  Year Built: 1998,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 54,687 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 92,606 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ROUTE 100 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.360,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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 2020,  Bridge Improvement Cost: $8,620,000,  Roadway Improvement Cost: $5,048,000,  Total Project Cost: $13,668,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 552163,  Location: 0.1 MI W JCT OF CCP & BRP (Lat: 40.928606,  Lng: -73.842083),  Route carried "on" structure: State highway 907K,  Year Built: 1984,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 66,133 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 93,293 (year 2040),  Design Load: HS 20,  Features Intersected: MIDLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.7 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: 43.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,814,000,  Roadway Improvement Cost: $1,063,000,  Total Project Cost: $2,877,000 ( 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: 552163A,  Location: 0.1 MI W JCT OF CCP & BRP (Lat: 40.928700,  Lng: -73.842006),  Route carried "on" structure: City street 907K,  Year Built: 1930,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 66,133 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 93,293 (year 2040),  Design Load: HS 20,  Features Intersected: MIDLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,985,000,  Roadway Improvement Cost: $4,091,000,  Total Project Cost: $11,076,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5521649,  Location: 0.4MI E.JCT.RTS CCP & 87I (Lat: 40.929569,  Lng: -73.848361),  Route carried "on" structure: City street 907K,  Year Built: 1972,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 66,133 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 93,293 (year 2040),  Design Load: HS 20,  Features Intersected: KIMBALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.510,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 77.1 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: 59.3 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: 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: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,911,000,  Roadway Improvement Cost: $2,876,000,  Total Project Cost: $7,787,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 770052,  Location: IN YONKERS (Lat: 40.953233,  Lng: -73.861619),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,976 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,919 (year 2040),  Features Intersected: EX-NYCRR PUTNAM B,  Facility Carried by Structure: MILE SQUARE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $348,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $551,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1036069,  Location: JCT RTE 100+SBP (Lat: 40.946506,  Lng: -73.849617),  Route carried "under" structure: Other road 987F,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 64,800 (year 1984),  Features Intersected: 987F 987F, RTE 987F, GR,  Facility Carried by Structure: RTE 100
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 10911,  Location: 0.6 MI N JCT RTE 100+SBP (Lat: 40.953319,  Lng: -73.843078),  Route carried "under" structure: State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 48,124 (year 2002),  Features Intersected: 100 100 870110162 SB, R,  Facility Carried by Structure: TUCKAHOE ROAD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 2.880,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 109546,  Location: CITY OF YONKERS (Lat: 40.936017,  Lng: -73.890453),  Route carried "under" structure: Other road ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: Pedestrian Walkway, NEPP,  Facility Carried by Structure: RTE 983
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 209109,  Location: CENTRAL PARK AVE.PDOVPS (Lat: 40.951089,  Lng: -73.845764),  Route carried "under" structure: State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 40,806 (year 2002),  Features Intersected: RTE 100, CENTRAL PARK AV,  Facility Carried by Structure: PEDESTRIAN OVERPS
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 2.446,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 209109,  Location: CENTRAL PARK AVE.PDOVPS (Lat: 40.951089,  Lng: -73.845764),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 100, CENTRAL PARK AV,  Facility Carried by Structure: PEDESTRIAN OVERPS
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 224189,  Location: AT WAKEFIELD (Lat: 40.906247,  Lng: -73.856508),  Route carried "under" structure: City street 907H,  Year Built: 1913,  Structure Length: 0. m,  Average Daily Traffic: 60,300 (year 1978),  Features Intersected: RTE 907H, BRONX RIVER, M,  Facility Carried by Structure: EAST 241ST STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 9.300,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 224189,  Location: AT WAKEFIELD (Lat: 40.906247,  Lng: -73.856508),  Route carried "under" structure: City street ,  Year Built: 1913,  Structure Length: 0. m,  Average Daily Traffic: 60,300 (year 1978),  Features Intersected: RTE 907H, BRONX RIVER, M,  Facility Carried by Structure: EAST 241ST STREET
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 9.300,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 225483,  Location: 1.2 MI N OF DUNWOODIE (Lat: 40.936950,  Lng: -73.886789),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 13,400 (year 2021),  Features Intersected: NEPPERHAN AVE.ART,  Facility Carried by Structure: PED.WAS AQUA DUCT
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 225571,  Location: 1.4 MI W OF DUNWOODIE (Lat: 40.935842,  Lng: -73.890569),  Route carried "under" structure: Other road ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,120 (year 2021),  Features Intersected: STATE HIGHWAY, YONKERS A,  Facility Carried by Structure: PEDESTRIAN WALK
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 0.000,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 225671,  Location: 0.8 MI N JCT SBP+RTE 100 (Lat: 40.956228,  Lng: -73.841864),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 34,200 (year 1979),  Features Intersected: CENTRAL PARK AVENUE NORT,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 42.6m (139.8ft)

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Structure Number: 226659,  Location: .1 MI E JCT RT9 NEPPERHAN (Lat: 40.931594,  Lng: -73.897467),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 1994),  Features Intersected: NEPPERHAN AVENUE WB, NEP,  Facility Carried by Structure: NEPPERHAN PED BDG
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 42.6m (139.8ft)

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Structure Number: 334793,  Location: JCT PALMER RD&RTE 100 (Lat: 40.944986,  Lng: -73.850478),  Route carried "under" structure: City street 100,  Year Built: 1932,  Structure Length: 0. m,  Average Daily Traffic: 48,124 (year 2002),  Features Intersected: 100 X SB, RTE 100,  Facility Carried by Structure: Palmer Road
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Frame,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 334799,  Location: 0.2 MI N JCT RTS BRP(Lat: 40.941242,  Lng: -73.839069),  Route carried "under" structure: City street 907G,  Year Built: 1922,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2021),  Features Intersected: 907GX SB, RTE 907G,  Facility Carried by Structure: PALMER AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 12.228,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 13.1m (43.0ft)