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

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Structure Number: 100345,  Location: 2.8 MI E JCT RTE 6+TSP (Lat: 41.338164,  Lng: -73.768983),  Route carried "on" structure: US 6,  Year Built: 1932,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 18,404 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,490 (year 2040),  Design Load: HS 20,  Features Intersected: MUSCOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.960,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $304,000,  Total Project Cost: $823,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102341,  Location: 0.6 MI E JCT RTES 35+100 (Lat: 41.268939,  Lng: -73.699628),  Route carried "on" structure: State highway 35,  Year Built: 1989,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 21,345 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,445 (year 2040),  Design Load: HS 20,  Features Intersected: MUSCOOT RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.186,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Inventory Rating: 79.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.59m (28.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $7,157,000,  Roadway Improvement Cost: $4,191,000,  Total Project Cost: $11,349,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103615,  Location: 1.2 MI N JCT RTS 100+35 (Lat: 41.271631,  Lng: -73.712750),  Route carried "on" structure: State highway 100,  Year Built: 1966,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 9,150 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,115 (year 2040),  Design Load: H 20,  Features Intersected: MUSCOOT RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.822,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 75.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,181,000,  Roadway Improvement Cost: $1,277,000,  Total Project Cost: $3,459,000 ( 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: 103616,  Location: 1 MI S JCT SH 100 & US202 (Lat: 41.304356,  Lng: -73.698047),  Route carried "on" structure: State highway 100,  Year Built: 1949,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 7,042 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,554 (year 2040),  Features Intersected: PLUM BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.780,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 14.6m (47.9ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.1 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: 31.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $1,708,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $2,709,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103617,  Location: 1.7 MI S JCT SH100 &US202 (Lat: 41.305700,  Lng: -73.697075),  Route carried "on" structure: State highway 100,  Year Built: 1951,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 7,042 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,554 (year 2040),  Design Load: H 20,  Features Intersected: EX-NYCRR (PUTNAM)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.941,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,388,000,  Roadway Improvement Cost: $1,984,000,  Total Project Cost: $5,373,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103618,  Location: .3 MI S JCT US 202 & SH22 (Lat: 41.348681,  Lng: -73.667292),  Route carried "on" structure: US 202,  Year Built: 1937,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 8,886 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,794 (year 2040),  Design Load: HS 20,  Features Intersected: W BR CROTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.294,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,949,000,  Roadway Improvement Cost: $1,141,000,  Total Project Cost: $3,090,000 ( 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: 103619,  Location: JCT RTS 100+202+22 (Lat: 41.352283,  Lng: -73.663558),  Route carried "on" structure: US 202,  Year Built: 1928,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 8,886 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,794 (year 2040),  Design Load: HS 20,  Features Intersected: EAST BRANCH CROTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.793,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,962,000,  Roadway Improvement Cost: $1,149,000,  Total Project Cost: $3,111,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103709,  Location: 0.2 MI W JCT RTS 116+I684 (Lat: 41.326619,  Lng: -73.662472),  Route carried "on" structure: State highway 116,  Year Built: 1973,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 4,823 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,858 (year 2040),  Design Load: HS 20,  Features Intersected: CROTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 61.2 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: 47.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.68m (28.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $5,182,000,  Roadway Improvement Cost: $3,035,000,  Total Project Cost: $8,217,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103797,  Location: 0.3MI.W.JCT.RTES.138+684I (Lat: 41.297608,  Lng: -73.681564),  Route carried "on" structure: State highway 138,  Year Built: 1986,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 7,800 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,650 (year 2040),  Design Load: HS 20,  Features Intersected: MUSCOOT RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 38.6 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: 29.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.86m (29.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $6,204,000,  Roadway Improvement Cost: $3,633,000,  Total Project Cost: $9,838,000 ( 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: 334853,  Location: AT AMAWALK (Lat: 41.285858,  Lng: -73.765892),  Route carried "on" structure: Other road ,  Year Built: 1955,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,692 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,093 (year 2040),  Features Intersected: MILL BROOK,  Facility Carried by Structure: PINES BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.473,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $556,000 ( Estimate for 2021)

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Structure Number: 334854,  Location: 1.5 MI SE OF AMAWALK (Lat: 41.272603,  Lng: -73.745728),  Route carried "on" structure: Other road ,  Year Built: 1940,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 560 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 784 (year 2037),  Design Load: HS 20,  Features Intersected: MUSCOOT RIVER,  Facility Carried by Structure: WOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.689,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.2 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: 36.6 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $296,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $469,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334859,  Location: 0.8 MI NW OF CROTON FALLS (Lat: 41.352219,  Lng: -73.670958),  Route carried "on" structure: Other road ,  Year Built: 1916,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 398 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 557 (year 2037),  Features Intersected: CROTON RIVER,  Facility Carried by Structure: BUTLERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 38.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,235,000,  Roadway Improvement Cost: $723,000,  Total Project Cost: $1,958,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336486,  Location: 3 MILES NORTH OF AMAWALK (Lat: 41.332753,  Lng: -73.764886),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,769 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,363 (year 2040),  Features Intersected: MUSCOOT RIVER,  Facility Carried by Structure: MAHOPAC AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.358,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $505,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336504,  Location: 3.3 MI SW OF CROTON FALLS (Lat: 41.322622,  Lng: -73.710325),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,954 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,736 (year 2035),  Features Intersected: PLUM BROOK,  Facility Carried by Structure: BRICK HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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: March 2021,  Bridge Improvement Cost: $251,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $399,000 ( Estimate for 2021)

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Structure Number: 552437,  Location: 5 MI EA JCTS TSP & RT 35 (Lat: 41.286639,  Lng: -73.762864),  Route carried "on" structure: State highway 35,  Year Built: 1997,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 9,984 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,030 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: AMAWALK DAM SPILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.669,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Local Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 82.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,642,000,  Roadway Improvement Cost: $1,547,000,  Total Project Cost: $4,189,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete