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

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Structure Number: 100401,  Location: AT WORCESTER (Lat: 42.591303,  Lng: -74.753833),  Route carried "on" structure: State highway 7,  Year Built: 1937,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,328 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,385 (year 2040),  Features Intersected: Decatur Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.056,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $566,000,  Roadway Improvement Cost: $332,000,  Total Project Cost: $898,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100402,  Location: 1 MI W OF EAST WORCESTER (Lat: 42.612197,  Lng: -74.687333),  Route carried "on" structure: State highway 7,  Year Built: 1940,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,147 (year 2040),  Design Load: H 20,  Features Intersected: W HILL ROAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.202,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  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: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.1 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: 23.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $559,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100403,  Location: AT EAST WORCESTER (Lat: 42.621650,  Lng: -74.674664),  Route carried "on" structure: State highway 7,  Year Built: 1940,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,147 (year 2040),  Features Intersected: OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.683,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $648,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $1,028,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 100405,  Location: .6 MI W OF SCHOHARIE C LN (Lat: 42.645144,  Lng: -74.647081),  Route carried "on" structure: State highway 7,  Year Built: 2017,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 916 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 955 (year 2040),  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.142,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,384,000,  Roadway Improvement Cost: $1,396,000,  Total Project Cost: $3,780,000 ( 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: 10544,  Location: 1.6 MI E OF WORCESTER (Lat: 42.595906,  Lng: -74.719344),  Route carried "on" structure: State highway 7,  Year Built: 1940,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,147 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SMALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.984,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 94.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $327,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1069871,  Location: .3 MI SOUTH OF WORCESTER (Lat: 42.586514,  Lng: -74.749917),  Route carried "on" structure: Interstate 88,  Year Built: 1979,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,836 (year 2011),  Truck Traffic: 28%,  Design Load: HS 20+Mod,  Features Intersected: SO HILL ROAD/CR39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.613,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 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: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,265,000,  Roadway Improvement Cost: $741,000,  Total Project Cost: $2,005,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1069872,  Location: .3 MI SOUTH OF WORCHESTER (Lat: 42.586139,  Lng: -74.750117),  Route carried "on" structure: Interstate 88,  Year Built: 1979,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 3,306 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 3,937 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SO HILL ROAD CR39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.629,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 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: 40.8 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,463,000,  Roadway Improvement Cost: $857,000,  Total Project Cost: $2,319,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 106988,  Location: 0.6 MI E OF WORCHESTER (Lat: 42.593158,  Lng: -74.728208),  Route carried "on" structure: Ramp Interstate 88,  Year Built: 1979,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 209 (year 2015),  Truck Traffic: 31%,  Average Future Daily Traffic: 248 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SCHENEVUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  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: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $964,000,  Roadway Improvement Cost: $564,000,  Total Project Cost: $1,528,000 ( 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: 106989,  Location: 0.8 MI E OF WORCHESTER (Lat: 42.592611,  Lng: -74.725633),  Route carried "on" structure: Interstate 992A,  Year Built: 1979,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 237 (year 2015),  Truck Traffic: 31%,  Average Future Daily Traffic: 282 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SCHENEVUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $583,000,  Roadway Improvement Cost: $341,000,  Total Project Cost: $924,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107025,  Location: 2.0 MI E OF WORCESTER (Lat: 42.593964,  Lng: -74.711958),  Route carried "on" structure: Interstate 88,  Year Built: 1979,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 6,191 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 7,373 (year 2040),  Design Load: HS 20,  Features Intersected: SCHENEVUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.911,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.6 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: 28.2 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,650,000,  Roadway Improvement Cost: $1,552,000,  Total Project Cost: $4,203,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1070711,  Location: .7 MI NE OF E WORCESTER (Lat: 42.628689,  Lng: -74.660589),  Route carried "on" structure: Interstate 88,  Year Built: 1979,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 4,836 (year 2011),  Truck Traffic: 24%,  Design Load: HS 20,  Features Intersected: Brooker Hollow Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.993,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,266,000,  Roadway Improvement Cost: $742,000,  Total Project Cost: $2,008,000 ( 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: 1070712,  Location: .7 MI NE OF E WORCESTER (Lat: 42.628719,  Lng: -74.660222),  Route carried "on" structure: Interstate 88,  Year Built: 1979,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 3,096 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 3,686 (year 2040),  Design Load: HS 20,  Features Intersected: Brooker Hollow Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.993,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,214,000,  Roadway Improvement Cost: $711,000,  Total Project Cost: $1,924,000 ( 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: 107072,  Location: 1.7 MI SW OF E WORCESTER (Lat: 42.604478,  Lng: -74.697978),  Route carried "on" structure: Interstate 88,  Year Built: 1979,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 9,672 (year 2011),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,541 (year 2031),  Design Load: HS 20,  Features Intersected: SCHENEVUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.665,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  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: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,418,000,  Roadway Improvement Cost: $831,000,  Total Project Cost: $2,249,000 ( 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: 107083,  Location: 0.6 MI E OF WORCHESTER (Lat: 42.592117,  Lng: -74.728372),  Route carried "on" structure: Spur State highway 992A,  Year Built: 1979,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 1,615 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,684 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 88I 88I94063189WB, RTE I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,923,000,  Roadway Improvement Cost: $1,712,000,  Total Project Cost: $4,634,000 ( 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: 1070841,  Location: .7 MI E OF WORCHESTER (Lat: 42.592792,  Lng: -74.727558),  Route carried "on" structure: Interstate 88,  Year Built: 1979,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 4,836 (year 2011),  Truck Traffic: 24%,  Design Load: HL 93,  Features Intersected: SCHENEVUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.688,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $703,000,  Total Project Cost: $1,902,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1070842,  Location: 0.7 MI E OF WORCHESTER (Lat: 42.592706,  Lng: -74.727019),  Route carried "on" structure: Interstate 88,  Year Built: 1979,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 3,096 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 3,686 (year 2040),  Design Load: HL 93,  Features Intersected: SCHENEVUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.672,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,397,000,  Roadway Improvement Cost: $818,000,  Total Project Cost: $2,214,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 107085,  Location: 0.5 MI E OF WORCHESTER (Lat: 42.593903,  Lng: -74.730339),  Route carried "on" structure: State highway 992A,  Year Built: 1979,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 1,615 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,684 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: D&H RR, SCHENEVUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.2 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: 40.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.07m (39.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,047,000,  Roadway Improvement Cost: $2,370,000,  Total Project Cost: $6,416,000 ( 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: 222829,  Location: 1.2MI.N.OF WORCESTER (Lat: 42.605644,  Lng: -74.752150),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 21 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 29 (year 2039),  Features Intersected: PARKER CREEK,  Facility Carried by Structure: MOWERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  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: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $228,000 ( Estimate for 2021)

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Structure Number: 222832,  Location: .7 MILE NE OF E WORCESTER (Lat: 42.628569,  Lng: -74.662758),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 295 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 413 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: DELAWARE & HUDSON RAILRO,  Facility Carried by Structure: BROOKER HOLLOW ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 86.2 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $934,000,  Roadway Improvement Cost: $547,000,  Total Project Cost: $1,480,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 222834,  Location: 1 MI N OF EAST WORCESTER (Lat: 42.632967,  Lng: -74.676531),  Route carried "on" structure: Other road ,  Year Built: 1890,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 33 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 46 (year 2039),  Features Intersected: OAK CREEK,  Facility Carried by Structure: FACTORY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 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-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $307,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335441,  Location: 0.1 MI S OF WORCESTER (Lat: 42.588569,  Lng: -74.749958),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 453 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 634 (year 2037),  Features Intersected: SCHENEVUS CREEK,  Facility Carried by Structure: COUNTY ROAD 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.461,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $444,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335442,  Location: 0.2 MI N OF WORCESTER (Lat: 42.594544,  Lng: -74.752128),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 731 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,023 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: PARKER CREEK,  Facility Carried by Structure: COUNTY RD 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 14.6m (47.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 62.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $583,000,  Roadway Improvement Cost: $342,000,  Total Project Cost: $925,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 335443,  Location: HAMLET OF S WORCESTER (Lat: 42.516753,  Lng: -74.744331),  Route carried "on" structure: County highway ,  Year Built: 1932,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 250 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 350 (year 2037),  Features Intersected: TRB CHARLOTTE CRK,  Facility Carried by Structure: COUNTY ROAD 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.266,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $274,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $435,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335444,  Location: 2 MI EAST OF S WORCESTER (Lat: 42.522703,  Lng: -74.708003),  Route carried "on" structure: County highway ,  Year Built: 1934,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 239 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 335 (year 2039),  Features Intersected: TRB CHARLOTTE CRK,  Facility Carried by Structure: COUNTY ROAD 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.484,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  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: $275,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $435,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1069871,  Location: .3 MI SOUTH OF WORCESTER (Lat: 42.586514,  Lng: -74.749917),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 227 (year 2017),  Truck Traffic: 8%,  Features Intersected: SO HILL ROAD/CR39,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 9.236,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 1069872,  Location: .3 MI SOUTH OF WORCHESTER (Lat: 42.586139,  Lng: -74.750117),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 227 (year 2017),  Truck Traffic: 8%,  Features Intersected: SO HILL ROAD CR39,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 9.187,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 1070711,  Location: .7 MI NE OF E WORCESTER (Lat: 42.628689,  Lng: -74.660589),  Route carried "under" structure: Other road ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 112 (year 1980),  Features Intersected: Brooker Hollow Rd,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1070712,  Location: .7 MI NE OF E WORCESTER (Lat: 42.628719,  Lng: -74.660222),  Route carried "under" structure: Other road ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 112 (year 1980),  Features Intersected: Brooker Hollow Rd,  Facility Carried by Structure: RTE I88
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 107083,  Location: 0.6 MI E OF WORCHESTER (Lat: 42.592117,  Lng: -74.728372),  Route carried "under" structure: Interstate 88,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 1979),  Features Intersected: 88I 88I94063189WB, RTE I,  Facility Carried by Structure: RTE 992A
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 30.458,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)