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

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Structure Number: 104162,  Location: 8.5 MI N JCT US219 & SH39 (Lat: 42.612536,  Lng: -78.721656),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,725 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,368 (year 2027),  Design Load: HS 20,  Features Intersected: LANDON BROOK,  Facility Carried by Structure: BOSTON STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  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: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Serious,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $465,000,  Roadway Improvement Cost: $277,000,  Total Project Cost: $742,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104163,  Location: 2.4 MI SE JCT SH391&SH277 (Lat: 42.659197,  Lng: -78.748389),  Route carried "on" structure: County highway ,  Year Built: 1929,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 6,320 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,134 (year 2018),  Design Load: HS 20,  Features Intersected: ANTHONY GULF,  Facility Carried by Structure: BOSTON STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $465,000,  Roadway Improvement Cost: $277,000,  Total Project Cost: $742,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104164,  Location: 1.6 MI SE JCT SH391&SH277 (Lat: 42.669386,  Lng: -78.753536),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 6,957 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,954 (year 2027),  Design Load: HS 20,  Features Intersected: IRISH GULF,  Facility Carried by Structure: BOSTON STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $465,000,  Roadway Improvement Cost: $277,000,  Total Project Cost: $742,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1071021,  Location: JCT RTS US 219 & NY 391 (Lat: 42.694661,  Lng: -78.785533),  Route carried "on" structure: US 219,  Year Built: 1981,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 6,950 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,542 (year 2026),  Design Load: HS 20,  Features Intersected: RTE 391
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.171,  Lanes on structure: 2,  Lanes under structure: 3,  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: 42.0m (137.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,102,000,  Roadway Improvement Cost: $655,000,  Total Project Cost: $1,757,000 ( Estimate for 2007),  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: 1071022,  Location: JCT RTS US 219 & NY 391 (Lat: 42.694881,  Lng: -78.785817),  Route carried "on" structure: US 219,  Year Built: 1981,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 6,950 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,542 (year 2026),  Design Load: HS 20,  Features Intersected: RTE 391
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.171,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,102,000,  Roadway Improvement Cost: $655,000,  Total Project Cost: $1,757,000 ( Estimate for 2007),  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: 1071031,  Location: .3 MI S JCT US219 & SH391 (Lat: 42.690433,  Lng: -78.786908),  Route carried "on" structure: US 219,  Year Built: 1981,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 6,950 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,542 (year 2026),  Design Load: HS 20,  Features Intersected: EIGHTEEN MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.171,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,102,000,  Roadway Improvement Cost: $655,000,  Total Project Cost: $1,757,000 ( Estimate for 2007),  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: 1071032,  Location: .3 MI S JCT US219 & SH391 (Lat: 42.690567,  Lng: -78.787161),  Route carried "on" structure: US 219,  Year Built: 1981,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 6,950 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,542 (year 2026),  Design Load: HS 20,  Features Intersected: EIGHTEEN MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.170,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.8m (143.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,102,000,  Roadway Improvement Cost: $655,000,  Total Project Cost: $1,757,000 ( Estimate for 2007),  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: 107104,  Location: 1.1 MI S JCT US219&S EXPY (Lat: 42.677844,  Lng: -78.783769),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 2,547 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,174 (year 2021),  Design Load: HS 20,  Features Intersected: RTE 219,  Facility Carried by Structure: ZIMMERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $2,500,000,  Roadway Improvement Cost: $1,450,000,  Total Project Cost: $3,950,000 ( Estimate for 2007),  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: 107105,  Location: 3.1 MI S JCT 219 & S EXPY (Lat: 42.652336,  Lng: -78.766450),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 347 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 432 (year 2021),  Design Load: HS 20,  Features Intersected: RTE 219,  Facility Carried by Structure: SHERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $2,500,000,  Roadway Improvement Cost: $1,450,000,  Total Project Cost: $3,950,000 ( Estimate for 2007),  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: 107106,  Location: 4.6 MI S JCT 219 & S EXPY (Lat: 42.630681,  Lng: -78.764028),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 1,505 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,860 (year 2026),  Design Load: HS 20,  Features Intersected: RTE 219,  Facility Carried by Structure: RICE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Length Of Structure Improvement: 8.04m (26.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $2,500,000,  Roadway Improvement Cost: $1,450,000,  Total Project Cost: $3,950,000 ( Estimate for 2007),  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: 107182,  Location: 3.1 MI S JCT 219 & S EXPY (Lat: 42.652336,  Lng: -78.765189),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 387 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 482 (year 2016),  Design Load: HS 20,  Features Intersected: RTE 219,  Facility Carried by Structure: SHERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 62.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $2,062,000,  Roadway Improvement Cost: $1,196,000,  Total Project Cost: $3,258,000 ( Estimate for 2007),  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: 332754,  Location: .2 MILE WEST OF BOSTON (Lat: 42.628311,  Lng: -78.740983),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Posted for load-capacity,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,728 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,511 (year 2027),  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $670,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33276,  Location: .1 MILE SW OF BOSTON (Lat: 42.684647,  Lng: -78.777750),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 4,390 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,470 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: ZIMMERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,252,000,  Roadway Improvement Cost: $744,000,  Total Project Cost: $1,996,000 ( Estimate for 2007),  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: 332761,  Location: .4 MILE WEST OF PATCHIN (Lat: 42.657819,  Lng: -78.754994),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 588 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 733 (year 2026),  Design Load: HS 20,  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: PATCHIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 22.8m (74.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $479,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $764,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 332775,  Location: 1 MILE NW OF BOSTON (Lat: 42.696147,  Lng: -78.790942),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 805 (year 1976),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,003 (year 1996),  Design Load: HS 25,  Features Intersected: BR EIGHTEEN MI CK,  Facility Carried by Structure: ECKHARDT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.51m (8.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $549,000,  Roadway Improvement Cost: $326,000,  Total Project Cost: $875,000 ( Estimate for 2007),  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: 332784,  Location: 0.9 MI. N. OF BOSTON (Lat: 42.644550,  Lng: -78.743708),  Route carried "on" structure: Other road ,  Year Built: 1935,  Status: Posted for load-capacity,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 371 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 462 (year 2018),  Design Load: H 20,  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: HILLCROFT DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Bridge Improvement Cost: $381,000,  Roadway Improvement Cost: $226,000,  Total Project Cost: $607,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332856,  Location: .8 MILE SE OF BOSTON (Lat: 42.618939,  Lng: -78.730189),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 887 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,105 (year 2025),  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: TREVETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $670,000 ( Estimate for 2007),  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: 336844,  Location: 5.2 MI S JCT SH277 &SH391 (Lat: 42.622614,  Lng: -78.734428),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 2,725 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,368 (year 2027),  Design Load: HS 20,  Features Intersected: EIGHTEEN MILE CRK,  Facility Carried by Structure: WEST TILLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $286,000 ( Estimate for 2007),  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: 1071021,  Location: JCT RTS US 219 & NY 391 (Lat: 42.694661,  Lng: -78.785533),  Route carried "under" structure: State highway 391,  Year Built: 1981,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 10,685 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 391,  Facility Carried by Structure: RTE 219
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 1071022,  Location: JCT RTS US 219 & NY 391 (Lat: 42.694881,  Lng: -78.785817),  Route carried "under" structure: State highway 391,  Year Built: 1981,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 10,855 (year 2002),  Truck Traffic: 6%,  Features Intersected: RTE 391,  Facility Carried by Structure: RTE 219
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.7m (136.8ft)

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Structure Number: 107104,  Location: 1.1 MI S JCT US219&S EXPY (Lat: 42.677844,  Lng: -78.783769),  Route carried "under" structure: US 219,  Year Built: 1981,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 13,899 (year 2006),  Truck Traffic: 5%,  Features Intersected: RTE 219,  Facility Carried by Structure: ZIMMERMAN ROAD
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 25.197,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 107105,  Location: 3.1 MI S JCT 219 & S EXPY (Lat: 42.652336,  Lng: -78.766450),  Route carried "under" structure: US 219,  Year Built: 1981,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 13,899 (year 2006),  Truck Traffic: 10%,  Features Intersected: RTE 219,  Facility Carried by Structure: SHERO ROAD
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 21.963,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 107106,  Location: 4.6 MI S JCT 219 & S EXPY (Lat: 42.630681,  Lng: -78.764028),  Route carried "under" structure: US 219,  Year Built: 1981,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 12,409 (year 2007),  Truck Traffic: 10%,  Features Intersected: RTE 219,  Facility Carried by Structure: RICE HILL ROAD
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 19.517,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 107182,  Location: 3.1 MI S JCT 219 & S EXPY (Lat: 42.652336,  Lng: -78.765189),  Route carried "under" structure: US 219,  Year Built: 1981,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 13,899 (year 2006),  Truck Traffic: 10%,  Features Intersected: RTE 219,  Facility Carried by Structure: SHERO ROAD
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 21.947,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)