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

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Structure Number: 100342,  Location: JCT BEAR MTN PKWY & US 6 (Lat: 41.299242,  Lng: -73.885694),  Route carried "on" structure: State highway 987H,  Year Built: 1931,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 16,405 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,142 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.101,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.6 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: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,094,000,  Roadway Improvement Cost: $1,812,000,  Total Project Cost: $4,906,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100503,  Location: 2.5 MI N JCT RTS 9+129 (Lat: 41.228775,  Lng: -73.911650),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 35,965 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,735 (year 2040),  Design Load: HS 20,  Features Intersected: FURNACE DOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.407,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,638,000,  Roadway Improvement Cost: $2,130,000,  Total Project Cost: $5,768,000 ( Estimate for 2021)

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Structure Number: 100504,  Location: 2.5 MI N JCT RTS 9+129 (Lat: 41.229372,  Lng: -73.911572),  Route carried "on" structure: US 9,  Year Built: 1964,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 35,965 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,735 (year 2040),  Design Load: HS 20,  Features Intersected: FURNACE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.471,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 75.1 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,238,000,  Roadway Improvement Cost: $725,000,  Total Project Cost: $1,963,000 ( Estimate for 2021)

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Structure Number: 1005051,  Location: 5.5 MI N JCT RTS 9+129 (Lat: 41.231208,  Lng: -73.911472),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 17,983 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,368 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 9A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.664,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 62.2 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: 48.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,187,000,  Roadway Improvement Cost: $1,281,000,  Total Project Cost: $3,467,000 ( 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: 1005052,  Location: 5.5 MI N JCT RTS 9+129 (Lat: 41.231186,  Lng: -73.911297),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 17,983 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,368 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 9A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.648,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 63.2 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: 48.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,160,000,  Roadway Improvement Cost: $1,265,000,  Total Project Cost: $3,425,000 ( 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: 100506,  Location: 5.9 MI N JCT RTS 9+129 (Lat: 41.236239,  Lng: -73.913008),  Route carried "on" structure: Other road ,  Year Built: 1964,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 3,850 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,390 (year 2037),  Design Load: H 20,  Features Intersected: 9 9 87032196 SB, RTE 9,  Facility Carried by Structure: WATCH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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 2021,  Bridge Improvement Cost: $2,068,000,  Roadway Improvement Cost: $1,211,000,  Total Project Cost: $3,279,000 ( 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: 1005079,  Location: IN MONTROSE (Lat: 41.253431,  Lng: -73.927822),  Route carried "on" structure: US 9,  Year Built: 1964,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 29,895 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,172 (year 2040),  Design Load: HS 20,  Features Intersected: MONTROSE STA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.560,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,100,000,  Roadway Improvement Cost: $1,815,000,  Total Project Cost: $4,915,000 ( Estimate for 2021)

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Structure Number: 100508,  Location: 8.5 MI N JCT RTS 9+129 (Lat: 41.268342,  Lng: -73.934414),  Route carried "on" structure: US 9,  Year Built: 1964,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 29,895 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,172 (year 2040),  Design Load: H 20,  Features Intersected: DICKEY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.298,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 71.8 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: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $523,000,  Roadway Improvement Cost: $307,000,  Total Project Cost: $830,000 ( Estimate for 2021)

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Structure Number: 100515,  Location: 1.4 MI S WESTCH-PUTNAM CL (Lat: 41.308531,  Lng: -73.930694),  Route carried "on" structure: US 9,  Year Built: 1950,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 12,576 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,635 (year 2040),  Design Load: H 20,  Features Intersected: COUNTY RTE 306, ANNSVILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.350,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 8.65m (28.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,078,000,  Roadway Improvement Cost: $2,388,000,  Total Project Cost: $6,466,000 ( 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: 100516,  Location: 1 MI S OF WEST- PUTNAM CL (Lat: 41.313422,  Lng: -73.929483),  Route carried "on" structure: US 9,  Year Built: 1950,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 12,576 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,635 (year 2040),  Design Load: HS 20,  Features Intersected: ANNSVILLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.962,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 78.4 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: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $825,000,  Roadway Improvement Cost: $483,000,  Total Project Cost: $1,308,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 100624,  Location: 3.7 MI N JCT RTS 9A+129 (Lat: 41.239853,  Lng: -73.922142),  Route carried "on" structure: State highway 9A,  Year Built: 1935,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 10,905 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,247 (year 2040),  Design Load: HS 20,  Features Intersected: MNRR HU LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.082,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.2 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: 31.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $3,394,000,  Roadway Improvement Cost: $1,987,000,  Total Project Cost: $5,381,000 ( 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: 105046,  Location: .2 MI E US209/ANNSVILLE (Lat: 41.307222,  Lng: -73.927161),  Route carried "on" structure: Other road ,  Year Built: 2021,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 7,785 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,457 (year 2040),  Design Load: HL 93,  Features Intersected: CANOPUS (SPRT) BRK.,  Facility Carried by Structure: COUNTY ROAD 306
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  Operating Rating: 78.9 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 105047,  Location: 1.6 MI S JCT RTS 9+PUT CL (Lat: 41.308481,  Lng: -73.930592),  Route carried "on" structure: County highway ,  Year Built: 1927,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 7,785 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,457 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ANNSVILLE CREEK,  Facility Carried by Structure: COUNTY ROAD 306
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Critical,  Channel: Fair,  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: 91.4 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: High priority of replacement,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $995,000,  Roadway Improvement Cost: $583,000,  Total Project Cost: $1,578,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 226233,  Location: 2.5 MI N CROTON ON HUDSON (Lat: 41.239892,  Lng: -73.898264),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,351 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,641 (year 2040),  Design Load: HS 20,  Features Intersected: FURNACE BROOK,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 79.1 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $917,000,  Roadway Improvement Cost: $537,000,  Total Project Cost: $1,455,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 226242,  Location: 2.7 MILES N OF PEEKSKILL (Lat: 41.325353,  Lng: -73.914011),  Route carried "on" structure: Other road ,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 607 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 850 (year 2036),  Features Intersected: CORTLANDT LAKE CK,  Facility Carried by Structure: HIGHLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $498,000 ( Estimate for 2021)

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Structure Number: 226551,  Location: 1.5 MI NE CROTON ON HUD. (Lat: 41.227608,  Lng: -73.857067),  Route carried "on" structure: Other road ,  Year Built: 1904,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 8 (year 2018),  Average Future Daily Traffic: 11 (year 2038),  Design Load: HS 20,  Features Intersected: CROTON RES OUTLET,  Facility Carried by Structure: CROTON DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $4,237,000,  Roadway Improvement Cost: $2,481,000,  Total Project Cost: $6,718,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226588,  Location: 3 MILES S OF PEEKSKILL (Lat: 41.258069,  Lng: -73.887422),  Route carried "on" structure: Other road ,  Year Built: 1950,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,882 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,565 (year 2040),  Features Intersected: TRIB FURNACE BRK,  Facility Carried by Structure: WATCH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.669,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 72.3 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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $262,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $415,000 ( Estimate for 2021)

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Structure Number: 334842,  Location: 2.3 MI NE OF PEEKSKILL (Lat: 41.317814,  Lng: -73.905322),  Route carried "on" structure: Other road ,  Year Built: 1939,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,443 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,260 (year 2040),  Features Intersected: PEEKSKILL HOLLOW CK,  Facility Carried by Structure: GALLOWS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 20.1 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: 15.6 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,644,000,  Roadway Improvement Cost: $963,000,  Total Project Cost: $2,607,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334843,  Location: 2.0 MI NE OF PEEKSKILL (Lat: 41.314253,  Lng: -73.908742),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,377 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,928 (year 2039),  Features Intersected: PEEKSKILL HOLLOW BK,  Facility Carried by Structure: PUMP HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,550,000,  Roadway Improvement Cost: $908,000,  Total Project Cost: $2,457,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334845,  Location: 2.1 MI NW CROTON ON HUDS. (Lat: 41.231103,  Lng: -73.905925),  Route carried "on" structure: Other road ,  Year Built: 1948,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,703 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,498 (year 2040),  Features Intersected: FURNACE BROOK,  Facility Carried by Structure: FURNACE DOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: 85.5 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,166,000,  Roadway Improvement Cost: $683,000,  Total Project Cost: $1,849,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334846,  Location: 2.5 MI NW CROTON ON HUDS. (Lat: 41.229603,  Lng: -73.922947),  Route carried "on" structure: Other road ,  Year Built: 1938,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 75 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 105 (year 2035),  Features Intersected: FURNACE BROOK,  Facility Carried by Structure: CORTLANDT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.7 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: 33.7 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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,314,000,  Roadway Improvement Cost: $769,000,  Total Project Cost: $2,083,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334856,  Location: AT CROTON ON HUDSON (Lat: 41.212003,  Lng: -73.869150),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 3.08m (10.10ft),  Truck Traffic: 4%,  Features Intersected: CROTON RIVER,  Facility Carried by Structure: QUAKER BRIDGE RD
Minimum Vertical Clearance: 3.84m (12.60ft),  Kilometerpoint: 1.352,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 11.0 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: 8.4 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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $1,762,000,  Roadway Improvement Cost: $1,032,000,  Total Project Cost: $2,794,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 33489,  Location: 2.0 MI NE CROTON ON HUDS. (Lat: 41.226586,  Lng: -73.858122),  Route carried "on" structure: Other road ,  Year Built: 1940,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 183 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 256 (year 2015),  Features Intersected: CROTON RIVER,  Facility Carried by Structure: CROTON GORGE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $3,339,000,  Roadway Improvement Cost: $1,955,000,  Total Project Cost: $5,294,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 771268,  Location: IN MONTROSE (Lat: 41.253097,  Lng: -73.928308),  Route carried "on" structure: Other road ,  Year Built: 1937,  Status: Posted for load,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 1,620 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,967 (year 2040),  Features Intersected: MNRR HU LINE,  Facility Carried by Structure: MONTROSE STA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.8m (97.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $2,500,000,  Roadway Improvement Cost: $1,464,000,  Total Project Cost: $3,964,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100342,  Location: JCT BEAR MTN PKWY & US 6 (Lat: 41.299242,  Lng: -73.885694),  Route carried "under" structure: US 6,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 16,277 (year 2000),  Features Intersected: RTE 6,  Facility Carried by Structure: RTE 987H
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 100503,  Location: 2.5 MI N JCT RTS 9+129 (Lat: 41.228775,  Lng: -73.911650),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1980),  Features Intersected: FURNACE DOCK ROAD,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 1005051,  Location: 5.5 MI N JCT RTS 9+129 (Lat: 41.231208,  Lng: -73.911472),  Route carried "under" structure: Alternate State highway 9A,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 11,567 (year 2000),  Features Intersected: RTE 9A,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 35.704,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 1005052,  Location: 5.5 MI N JCT RTS 9+129 (Lat: 41.231186,  Lng: -73.911297),  Route carried "under" structure: Alternate State highway 9A,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 11,567 (year 2000),  Features Intersected: RTE 9A,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 35.704,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 100506,  Location: 5.9 MI N JCT RTS 9+129 (Lat: 41.236239,  Lng: -73.913008),  Route carried "under" structure: US 9,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 31,025 (year 1999),  Features Intersected: 9 9 87032196 SB, RTE 9,  Facility Carried by Structure: WATCH HILL ROAD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 35.334,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 1005079,  Location: IN MONTROSE (Lat: 41.253431,  Lng: -73.927822),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,620 (year 2015),  Truck Traffic: 4%,  Features Intersected: MONTROSE STA ROAD,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 0.338,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 10.9m (35.8ft)

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Structure Number: 100515,  Location: 1.4 MI S WESTCH-PUTNAM CL (Lat: 41.308531,  Lng: -73.930694),  Route carried "under" structure: County highway ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1979),  Features Intersected: COUNTY RTE 306, ANNSVILL,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 334844,  Location: 3.1 MI NW CROTON ON HUDS. (Lat: 41.234842,  Lng: -73.928108),  Route carried "under" structure: Other road ,  Year Built: 1913,  Structure Length: 0. m,  Average Daily Traffic: 720 (year 2021),  Features Intersected: CRUGERS STA ROAD, MNRR H,  Facility Carried by Structure: CRUGERS ROAD
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.1m (75.8ft)