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

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Structure Number: 1009771,  Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293056,  Lng: -75.972358),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 3,277 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 4,086 (year 2026),  Design Load: HS 20,  Features Intersected: RTE 12, RTE 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.875,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $2,111,000,  Roadway Improvement Cost: $1,225,000,  Total Project Cost: $3,336,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1009772,  Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293253,  Lng: -75.972339),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 3,277 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 4,086 (year 2026),  Design Load: HS 20,  Features Intersected: RTE 12, RTE 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.875,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $2,084,000,  Roadway Improvement Cost: $1,209,000,  Total Project Cost: $3,293,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10238,  Location: 1.2 MI N JCT C R 192 & 37 (Lat: 44.320947,  Lng: -75.800594),  Route carried "on" structure: State highway 37,  Year Built: 1933,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 2,973 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,718 (year 2026),  Design Load: H 20,  Features Intersected: JEWETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.599,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Meets minimum limits,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2007,  Underwater Inspection Date: July 2005,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $361,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1032281,  Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246200,  Lng: -75.950114),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 3,277 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 4,086 (year 2026),  Design Load: HS 20,  Features Intersected: CR 3TY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.891,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  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: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: September 2006,  Bridge Improvement Cost: $356,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $559,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1032282,  Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246856,  Lng: -75.948739),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 3,277 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 4,086 (year 2026),  Design Load: HS 20,  Features Intersected: CR 3TY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.891,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  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: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: September 2006,  Bridge Improvement Cost: $356,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $559,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10545,  Location: 2.3 MI NE JCT 12 + 26B (Lat: 44.345678,  Lng: -75.872519),  Route carried "on" structure: State highway 12,  Year Built: 1966,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,159 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,700 (year 2026),  Design Load: H 20,  Features Intersected: CRANBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.381,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 74.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $322,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10941,  Location: 1.2 MI W JCT RT 37 &CR192 (Lat: 44.298700,  Lng: -75.824092),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,068 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,425 (year 2026),  Features Intersected: JEWETT CREEK,  Facility Carried by Structure: COUTY ROAD 192
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: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 72.6 metric tons,  Inventory Rating: 19.5 metric tons,  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $431,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $716,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109467,  Location: 5 MI N INT I81 & S H 411 (Lat: 44.242292,  Lng: -75.946436),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,553 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 8,171 (year 2026),  Design Load: HS 20,  Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.907,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 73.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Underwater Inspection Date: October 1995,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $308,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1094681,  Location: 7.3 MI N JCT I-81 + 411 (Lat: 44.255353,  Lng: -75.958628),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,277 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 4,086 (year 2026),  Design Load: HS 20,  Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.888,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Poor,  Operating Rating: 73.8 metric tons,  Inventory Rating: 19.5 metric tons,  Structural Evaluation: 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 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $395,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1094682,  Location: 7.3 MI N JCT I-81 + 411 (Lat: 44.255492,  Lng: -75.956825),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,277 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 4,086 (year 2026),  Design Load: HS 20,  Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.888,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 74.5 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  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 2007,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $322,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221997,  Location: 0.1MI W OF ALEXANDRIA BAY (Lat: 44.331069,  Lng: -75.916889),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 421 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 505 (year 2020),  Design Load: HS 20,  Features Intersected: OTTER CREEK,  Facility Carried by Structure: OTTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.2 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: 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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $204,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 333929,  Location: 5.0 MI NE OF ALEXANDER BA (Lat: 44.375969,  Lng: -75.819008),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 131 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 175 (year 2021),  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: CR1 CROOKED CR RD
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 91.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $197,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33393,  Location: 4 MI NW OF REDWOOD (Lat: 44.363372,  Lng: -75.807150),  Route carried "on" structure: County highway ,  Year Built: 1919,  Year Reconstructed: 1938,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 136 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 181 (year 2023),  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: COUNTY ROAD 111
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: 6.4m (21.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 50.2 metric tons,  Inventory Rating: 14.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $203,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333931,  Location: 2.4 MI NORTH OF REDWOOD (Lat: 44.333750,  Lng: -75.790267),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 106 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 127 (year 2023),  Features Intersected: JEWETT CREEK,  Facility Carried by Structure: STINE ROAD
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: 17.6m (57.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $203,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333953,  Location: 4 MI N INT NATIONAL BRIDG (Lat: 44.344653,  Lng: -75.935078),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 1,066 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,422 (year 2026),  Design Load: HS 25,  Features Intersected: WESTMINSTER BROOK,  Facility Carried by Structure: WESTMINSTER PK RD
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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $362,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $578,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55245,  Location: YACHT HOUSE ROAD (Lat: 44.344819,  Lng: -75.930478),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 90 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 108 (year 2019),  Features Intersected: MUD CREEK,  Facility Carried by Structure: YACHT HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 4.8m (15.7ft),  Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 10.3m (33.8ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $167,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 552451,  Location: YACHT HOUSE ROAD (Lat: 44.345542,  Lng: -75.930317),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 30 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 36 ,  Features Intersected: MUD CREEK,  Facility Carried by Structure: YACHT HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Local Toll Authority,  Approaching Roadway Width: 4.8m (15.7ft),  Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 8.8m (28.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $167,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1009771,  Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293056,  Lng: -75.972358),  Route carried "under" structure: State highway 12,  Year Built: 1965,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 2,967 (year 2007),  Truck Traffic: 10%,  Features Intersected: RTE 12, RTE 12,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 4.354,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 1009772,  Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293253,  Lng: -75.972339),  Route carried "under" structure: State highway 12,  Year Built: 1965,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 2,967 (year 2007),  Truck Traffic: 10%,  Features Intersected: RTE 12, RTE 12,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 43.556,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1032281,  Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246200,  Lng: -75.950114),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 20 (year 1975),  Truck Traffic: 6%,  Features Intersected: CR 3TY ROAD 3,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  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: 1032282,  Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246856,  Lng: -75.948739),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 20 (year 1975),  Truck Traffic: 6%,  Features Intersected: CR 3TY ROAD 3,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)