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

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Structure Number: 10438,  Location: 2.1 MI S JCT SH 264 & SH (Lat: 43.295047,  Lng: -76.296922),  Route carried "on" structure: State highway 264,  Year Built: 1996,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,129 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,863 (year 2027),  Design Load: HS 25,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.717,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $431,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10647,  Location: 2.4 MI SE JCT RTS 481+264 (Lat: 43.227303,  Lng: -76.274992),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 2,695 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,327 (year 2020),  Design Load: H 20,  Features Intersected: RTE 481,  Facility Carried by Structure: DURHAM 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: 17.0m (55.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.7m (159.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $431,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1064711,  Location: 1.5 MI SE JCT SH481&SH264 (Lat: 43.236931,  Lng: -76.283189),  Route carried "on" structure: State highway 481,  Year Built: 1970,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 8,307 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,095 (year 2027),  Design Load: H 20,  Features Intersected: PHOENIX RD - CR12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.615,  Lanes on structure: 2,  Lanes under structure: 2,  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: 30.1m (98.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $431,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1064712,  Location: 1.5 MI SE JCT SH481&SH264 (Lat: 43.236881,  Lng: -76.283519),  Route carried "on" structure: State highway 481,  Year Built: 1970,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 8,307 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,095 (year 2027),  Design Load: H 20,  Features Intersected: PHOENIX RD - CR12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.615,  Lanes on structure: 2,  Lanes under structure: 2,  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: 30.1m (98.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $431,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106472,  Location: JCT OF RTS 481 + 264 (Lat: 43.251436,  Lng: -76.305897),  Route carried "on" structure: State highway 264,  Year Built: 1970,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 3,129 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,863 (year 2027),  Design Load: H 20,  Features Intersected: RTE 481
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.087,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $431,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106473,  Location: 2.2 MI NW JCT RTS 481+264 (Lat: 43.278806,  Lng: -76.329264),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 1,065 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,338 (year 2019),  Design Load: H 20,  Features Intersected: RTE 481,  Facility Carried by Structure: BANKRUPT 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: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.2m (118.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $431,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22093,  Location: 2.8 MI NW OF PENNELLVILLE (Lat: 43.303875,  Lng: -76.308597),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 115 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 144 (year 2019),  Design Load: HS 20,  Features Intersected: SIXMILE CREEK,  Facility Carried by Structure: PRIOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $234,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220931,  Location: 1.6 MI SE OF PENNELLVILLE (Lat: 43.258550,  Lng: -76.258575),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 840 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,055 (year 2021),  Features Intersected: FISH CREEK,  Facility Carried by Structure: SUTTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $191,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $305,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 331347,  Location: 2.8 MI NE OF PHOENIX (Lat: 43.268992,  Lng: -76.296836),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 700 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 879 (year 2018),  Features Intersected: BELLS CREEK,  Facility Carried by Structure: CR54-PENNELVLE RD
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),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 75.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $367,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331348,  Location: 2.8 MI NE OF PHOENIX (Lat: 43.270469,  Lng: -76.291819),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 809 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,016 (year 2022),  Features Intersected: SIXMILE CREEK,  Facility Carried by Structure: PENNELLVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.8 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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $308,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331349,  Location: AT PENNELLVILLE (Lat: 43.281175,  Lng: -76.265017),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1967,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,587 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,993 (year 2018),  Features Intersected: FISH CREEK,  Facility Carried by Structure: PENNELLVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  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: 0.73m (2.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $192,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331352,  Location: 1.5 MI NE OF PHOENIX (Lat: 43.240264,  Lng: -76.274914),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,838 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,738 (year 2020),  Features Intersected: SIXMILE CREEK,  Facility Carried by Structure: CR12 PHOENIX ROAD
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: 12.8m (42.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2006,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $434,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331353,  Location: 1.9 MI NE OF PHOENIX (Lat: 43.239544,  Lng: -76.266267),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 3,327 (year 2001),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,107 (year 2021),  Features Intersected: FISH CREEK,  Facility Carried by Structure: PHOENIX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $434,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336585,  Location: 2 MI NW OF PENNELLVILLE (Lat: 43.296533,  Lng: -76.296997),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 776 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 975 (year 2022),  Features Intersected: SIXMILE CREEK,  Facility Carried by Structure: BIDDLECUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 74.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2006,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $230,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 443407,  Location: AT HINMANSVILLE;OSWEGO R (Lat: 43.248231,  Lng: -76.351386),  Route carried "on" structure: County highway ,  Year Built: 1915,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 2,686 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,099 (year 2018),  Design Load: HS 20,  Features Intersected: OSWEGO RIVER,  Facility Carried by Structure: COUNTY ROAD 46
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 28.9m (94.8ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 2007,  Underwater Inspection Date: September 2003,  Bridge Improvement Cost: $9,375,000,  Roadway Improvement Cost: $5,464,000,  Total Project Cost: $14,839,000 ( 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: 10647,  Location: 2.4 MI SE JCT RTS 481+264 (Lat: 43.227303,  Lng: -76.274992),  Route carried "under" structure: State highway 481,  Year Built: 1970,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 16,613 (year 2007),  Truck Traffic: 10%,  Features Intersected: RTE 481,  Facility Carried by Structure: DURHAM ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.7m (159.8ft)

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Structure Number: 1064711,  Location: 1.5 MI SE JCT SH481&SH264 (Lat: 43.236931,  Lng: -76.283189),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 800 (year 1985),  Truck Traffic: 4%,  Features Intersected: PHOENIX RD - CR12,  Facility Carried by Structure: RTE 481
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 1064712,  Location: 1.5 MI SE JCT SH481&SH264 (Lat: 43.236881,  Lng: -76.283519),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 800 (year 1985),  Truck Traffic: 4%,  Features Intersected: PHOENIX RD - CR12,  Facility Carried by Structure: RTE 481
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 106472,  Location: JCT OF RTS 481 + 264 (Lat: 43.251436,  Lng: -76.305897),  Route carried "under" structure: State highway 481,  Year Built: 1970,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 15,527 (year 2007),  Truck Traffic: 10%,  Features Intersected: RTE 481,  Facility Carried by Structure: RTE 264
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 5.632,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 106473,  Location: 2.2 MI NW JCT RTS 481+264 (Lat: 43.278806,  Lng: -76.329264),  Route carried "under" structure: State highway 481,  Year Built: 1970,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 15,527 (year 2007),  Truck Traffic: 10%,  Features Intersected: RTE 481,  Facility Carried by Structure: BANKRUPT ROAD
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 9.332,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)