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

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Structure Number: 100035,  Location: 2.9 MI SW JCT RTS 3 + 13 (Lat: 43.529692,  Lng: -76.205719),  Route carried "on" structure: State highway 3,  Year Built: 1934,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,724 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,228 (year 2018),  Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.912,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to 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: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $424,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100036,  Location: 1.7 MI S JCT RTS 3 & 13 (Lat: 43.542783,  Lng: -76.192369),  Route carried "on" structure: State highway 3,  Year Built: 1994,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 4,724 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,228 (year 2018),  Design Load: HS 25,  Features Intersected: GRINDSTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.901,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 66.2 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: Equal to present desirable 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: May 2006,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $424,000 ( 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: 100037,  Location: .1 MI N JCT SH 3 & SH 13 (Lat: 43.567617,  Lng: -76.187586),  Route carried "on" structure: State highway 3,  Year Built: 2000,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 3,596 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,979 (year 2018),  Design Load: HS 25,  Features Intersected: SALMON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.321,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 61.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.64m (34.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2006,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $424,000 ( Estimate for 2007),  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: 100038,  Location: .2 MI N JCT SH 3 & SH 13 (Lat: 43.569917,  Lng: -76.187147),  Route carried "on" structure: State highway 3,  Year Built: 2000,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 3,596 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,979 (year 2018),  Design Load: HS 25,  Features Intersected: SALMON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.321,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.1m (148.0ft),  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: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.64m (34.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $424,000 ( Estimate for 2007),  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: 100039,  Location: 1.9 MI NE JCT SH 3 & SH13 (Lat: 43.590228,  Lng: -76.171303),  Route carried "on" structure: State highway 3,  Year Built: 2002,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 1,800 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,992 (year 2017),  Design Load: HS 25,  Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.363,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2006,  Underwater Inspection Date: June 1997,  Bridge Improvement Cost: $586,000,  Roadway Improvement Cost: $349,000,  Total Project Cost: $935,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103186,  Location: 2.3 MI N EXIT 34 OF I81 (Lat: 43.492431,  Lng: -76.119408),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 179 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 225 (year 2020),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: FRANK LACY 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: 5.4m (17.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $460,000,  Roadway Improvement Cost: $267,000,  Total Project Cost: $727,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1031871,  Location: EXIT 35 OF I81 (Lat: 43.506800,  Lng: -76.121842),  Route carried "on" structure: Interstate 81,  Year Built: 1961,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 7,582 (year 1999),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,574 (year 2019),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.439,  Lanes on structure: 2,  Lanes under 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: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $901,000,  Roadway Improvement Cost: $536,000,  Total Project Cost: $1,437,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031872,  Location: EXIT 35 OF I81 (Lat: 43.506831,  Lng: -76.121061),  Route carried "on" structure: Interstate 81,  Year Built: 1961,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 7,582 (year 1999),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,574 (year 2019),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.439,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $901,000,  Roadway Improvement Cost: $536,000,  Total Project Cost: $1,437,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031881,  Location: 1 MI S I81 SB & SH 13 (Lat: 43.538339,  Lng: -76.117456),  Route carried "on" structure: Interstate 81,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 7,582 (year 1999),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,574 (year 2019),  Design Load: HS 20,  Features Intersected: HALSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.910,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,091,000,  Roadway Improvement Cost: $649,000,  Total Project Cost: $1,740,000 ( 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: 1031882,  Location: 1 MI S I81 NB & SH 13 (Lat: 43.538056,  Lng: -76.116247),  Route carried "on" structure: Interstate 81,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 7,582 (year 1999),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,574 (year 2019),  Design Load: HS 20,  Features Intersected: HALSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.910,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,096,000,  Roadway Improvement Cost: $652,000,  Total Project Cost: $1,748,000 ( 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: 103192,  Location: 2 MI N JCT EXIT 36 OF I81 (Lat: 43.586286,  Lng: -76.107792),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 419 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 526 (year 2019),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: CANNING FACTRY RD
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: 5.4m (17.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,852,000,  Roadway Improvement Cost: $1,101,000,  Total Project Cost: $2,953,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106477,  Location: 2.3 MI N EXIT 34 OF I81 (Lat: 43.492842,  Lng: -76.121225),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 179 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 225 (year 2020),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: FRANK LACY 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: 5.4m (17.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $720,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 106478,  Location: 2 MI N EXIT 36 OF I81 (Lat: 43.586228,  Lng: -76.109300),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 452 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 568 (year 2022),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: CANNING FACTRY RD
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: 5.4m (17.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: April 2006,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $720,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331375,  Location: 3.7 MI. SW. OF PULASKI (Lat: 43.526906,  Lng: -76.176689),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 764 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 960 (year 2026),  Features Intersected: GRINDSTONE CREEK,  Facility Carried by Structure: SALISBURY 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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $193,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331376,  Location: 4.5 MI NW OF ALTMAR (Lat: 43.570986,  Lng: -76.034117),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 1,667 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,923 (year 2020),  Design Load: HS 20,  Features Intersected: TROUT BROOK,  Facility Carried by Structure: RICHLND-ORWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $228,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $364,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331387,  Location: 4 MI SW OF PULASKI (Lat: 43.513156,  Lng: -76.162978),  Route carried "on" structure: County highway ,  Year Built: 1934,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,024 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,286 (year 2020),  Features Intersected: GRINDSTONE CREEK,  Facility Carried by Structure: CR 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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 minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $333,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331388,  Location: 4.8 MI SW OF PULASKI (Lat: 43.495286,  Lng: -76.150744),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1961,  Status: Posted for load,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 404 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 507 (year 2020),  Features Intersected: GRINDSTONE CREEK,  Facility Carried by Structure: COUNTY ROAD 41A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $337,000,  Roadway Improvement Cost: $201,000,  Total Project Cost: $538,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335823,  Location: 1.9 MI SE OF PULASKI (Lat: 43.549850,  Lng: -76.094031),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 3,874 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,469 (year 2020),  Design Load: HS 20,  Features Intersected: SALMON RIVER,  Facility Carried by Structure: LEHIGH 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: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum 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: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,331,000,  Roadway Improvement Cost: $791,000,  Total Project Cost: $2,122,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 336583,  Location: 2.2 MI NW OF PULASKI (Lat: 43.584786,  Lng: -76.158806),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 302 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 379 (year 2019),  Features Intersected: LITTLE DEER CREEK,  Facility Carried by Structure: CLARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 74.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to 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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $218,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103186,  Location: 2.3 MI N EXIT 34 OF I81 (Lat: 43.492431,  Lng: -76.119408),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 19,426 (year 2000),  Truck Traffic: 23%,  Features Intersected: RTE I81,  Facility Carried by Structure: FRANK LACY ROAD
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 28.833,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 103192,  Location: 2 MI N JCT EXIT 36 OF I81 (Lat: 43.586286,  Lng: -76.107792),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 15,164 (year 1999),  Truck Traffic: 23%,  Features Intersected: RTE I81,  Facility Carried by Structure: CANNING FACTRY RD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 39.404,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 106477,  Location: 2.3 MI N EXIT 34 OF I81 (Lat: 43.492842,  Lng: -76.121225),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 19,426 (year 2000),  Truck Traffic: 23%,  Features Intersected: RTE I81,  Facility Carried by Structure: FRANK LACY ROAD
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 28.882,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 106478,  Location: 2 MI N EXIT 36 OF I81 (Lat: 43.586228,  Lng: -76.109300),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 15,164 (year 1999),  Truck Traffic: 23%,  Features Intersected: RTE I81,  Facility Carried by Structure: CANNING FACTRY RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 39.356,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 703189,  Location: SE CORNER OF PULASKI (Lat: 43.558947,  Lng: -76.114000),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 15,164 (year 1999),  Truck Traffic: 23%,  Features Intersected: RTE I81,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 36.299,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)