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

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Structure Number: 1002579,  Location: 0.2 MI N JCT RTS 5 & 103 (Lat: 42.882150,  Lng: -74.042225),  Route carried "on" structure: State highway 5,  Year Built: 1952,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 10,987 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,347 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.829,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,240,000,  Roadway Improvement Cost: $3,068,000,  Total Project Cost: $8,308,000 ( 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: 102631,  Location: 4.6 MI SW JCT 50 & 146A (Lat: 42.875200,  Lng: -73.930017),  Route carried "on" structure: State highway 50,  Year Built: 2008,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 15,539 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,612 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: INDIAN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.307,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 66.1 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: 51.2 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 102632,  Location: 2.4 MI SW JCT 50 & 146A (Lat: 42.898822,  Lng: -73.908789),  Route carried "on" structure: State highway 50,  Year Built: 1994,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 15,539 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,612 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ALPLAUS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.622,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,684,000,  Roadway Improvement Cost: $986,000,  Total Project Cost: $2,670,000 ( 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: 10384,  Location: 1.5 MI N JCT RTS 5+ 147 (Lat: 42.847228,  Lng: -73.978144),  Route carried "on" structure: State highway 147,  Year Built: 1983,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 5,547 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,738 (year 2040),  Design Load: H 20,  Features Intersected: VLEY ROAD CR 19G, CSX TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.365,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  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: 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: 6.97m (22.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,352,000,  Roadway Improvement Cost: $1,378,000,  Total Project Cost: $3,730,000 ( 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: 130495,  Location: 4.1MI NE OF SCHENECTADY (Lat: 42.867131,  Lng: -73.902575),  Route carried "on" structure: State highway 914V,  Year Built: 2013,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 8,146 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,184 (year 2040),  Design Load: HL 93,  Features Intersected: ALPLAUS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 21.9m (71.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,207,000,  Roadway Improvement Cost: $707,000,  Total Project Cost: $1,915,000 ( 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: 325948,  Location: .8 MI W OF REXFORD (Lat: 42.854669,  Lng: -73.903064),  Route carried "on" structure: County highway ,  Year Built: 1969,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 2,780 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,892 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ALPLAUS KILL,  Facility Carried by Structure: ALPLAUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $948,000,  Roadway Improvement Cost: $555,000,  Total Project Cost: $1,503,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 330492,  Location: 1.4MISW OF EAST GLENVILLE (Lat: 42.881594,  Lng: -73.946967),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,634 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,259 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: INDIAN KILL,  Facility Carried by Structure: DROMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $316,000 ( Estimate for 2021)

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Structure Number: 330493,  Location: 1.3MI SW OF BURNT HILLS (Lat: 42.905083,  Lng: -73.918517),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,839 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,275 (year 2040),  Design Load: HL 93,  Features Intersected: ALPLAUS KILL,  Facility Carried by Structure: VAN VORST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 85.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $835,000,  Roadway Improvement Cost: $489,000,  Total Project Cost: $1,324,000 ( Estimate for 2021)

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Structure Number: 330494,  Location: 1.2 MI N OF E GLENVILLE (Lat: 42.908939,  Lng: -73.919467),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,378 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,942 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LA RUE BROOK,  Facility Carried by Structure: LAKE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $539,000 ( Estimate for 2021)

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Structure Number: 405033,  Location: JCT RT 911F & MOHAWK RIVR (Lat: 42.830261,  Lng: -73.930864),  Route carried "on" structure: State highway 911F,  Year Built: 1985,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 19.69m (64.60ft),  Average Daily Traffic: 20,561 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,657 (year 2040),  Design Load: HS 20,  Features Intersected: MOHAWK R/ERIE CAN, BIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 23 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 82.2m (269.7ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  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: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.69m (64.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $10,745,000,  Roadway Improvement Cost: $6,293,000,  Total Project Cost: $17,038,000 ( 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: 10384,  Location: 1.5 MI N JCT RTS 5+ 147 (Lat: 42.847228,  Lng: -73.978144),  Route carried "under" structure: County highway ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 5,658 (year 2020),  Truck Traffic: 7%,  Features Intersected: VLEY ROAD CR 19G, CSX TR,  Facility Carried by Structure: RTE 147
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 700258,  Location: 2.5 MI W JCT SH 5 & SH147 (Lat: 42.850361,  Lng: -74.001947),  Route carried "under" structure: State highway 5,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 14,106 (year 2000),  Features Intersected: RTE 5,  Facility Carried by Structure: DELAWARE & HUDSON
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 8.833,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 730509,  Location: 2.8 MI NE OF SCHENECTADY (Lat: 42.863364,  Lng: -73.906031),  Route carried "under" structure: County highway ,  Year Built: 1918,  Structure Length: 0. m,  Average Daily Traffic: 6,860 (year 2018),  Truck Traffic: 6%,  Features Intersected: CO RD 29 MAPLE AV,  Facility Carried by Structure: SPRINGFIELD TERMN
Minimum Vertical Clearance: 3.50m (11.48ft),  Kilometerpoint: 3.202,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.9m (35.8ft)

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Structure Number: 730511,  Location: INT 914V & BRUCE DR (Lat: 42.866803,  Lng: -73.898483),  Route carried "under" structure: State highway ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 9,163 (year 2012),  Features Intersected: 914V 914V16011017,  Facility Carried by Structure: SPRINGFIELD TERMN
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 2.735,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 7305121,  Location: 3.5MINW OF SCOTIA (Lat: 42.869419,  Lng: -74.023939),  Route carried "under" structure: Other road ,  Year Built: 1945,  Structure Length: 0. m,  Average Daily Traffic: 223 (year 2005),  Truck Traffic: 6%,  Features Intersected: WASHOUT RD C R 51, WASHO,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 7305122,  Location: 3.5 MI NW OF SCOTIA (Lat: 42.869436,  Lng: -74.023917),  Route carried "under" structure: Other road ,  Year Built: 1945,  Structure Length: 0. m,  Average Daily Traffic: 519 (year 2005),  Truck Traffic: 8%,  Features Intersected: WASHOUT RD C R 51, WASHO,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 7305123,  Location: 3.5 MI NW OF SCOTIA (Lat: 42.869450,  Lng: -74.023894),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 415 (year 1978),  Features Intersected: WASHOUT RD C R 51, WASHO,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 7305124,  Location: 3.5 MI NW OF SCOTIA (Lat: 42.869486,  Lng: -74.023847),  Route carried "under" structure: Other road ,  Year Built: 1945,  Structure Length: 0. m,  Average Daily Traffic: 415 (year 1978),  Features Intersected: WASHOUT RD C R 51, WASHO,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 771524,  Location: .1 MI S JCT SH 5 & I890 (Lat: 42.851611,  Lng: -74.005108),  Route carried "under" structure: State highway 890,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2021),  Features Intersected: 890 890 16011108 WB, RTE,  Facility Carried by Structure: SPRINGFLD TRMNL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 16.090,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 771524,  Location: .1 MI S JCT SH 5 & I890 (Lat: 42.851611,  Lng: -74.005108),  Route carried "under" structure: State highway ,  Year Built: 1998,  Structure Length: 0. m,  Features Intersected: 890 890 16011108 WB, RTE,  Facility Carried by Structure: SPRINGFLD TRMNL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 16.090,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 771557,  Location: Hetcheltown Rd and 914V (Lat: 42.867131,  Lng: -73.903036),  Route carried "under" structure: State highway ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 9,462 (year 2013),  Features Intersected: 914V 914V16011015,  Facility Carried by Structure: D&H Railroad
Minimum Vertical Clearance: 3.63m (11.91ft),  Kilometerpoint: 2.414,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)