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

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Structure Number: 10295,  Location: 2.1 MI NW OF HOWARD (Lat: 42.380933,  Lng: -77.543403),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 290 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 379 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE I86,  Facility Carried by Structure: CR 55
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: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,491,000,  Roadway Improvement Cost: $887,000,  Total Project Cost: $2,378,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106188,  Location: IN HOWARD - EXIT 35 OF I8 (Lat: 42.366583,  Lng: -77.508833),  Route carried "on" structure: Alternate Other road 962B,  Year Built: 1970,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 1,097 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,483 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.404,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $2,964,000,  Roadway Improvement Cost: $1,719,000,  Total Project Cost: $4,683,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 221723,  Location: 1.2 MI E OF HOWARD (Lat: 42.356325,  Lng: -77.492272),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 152 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 199 (year 2021),  Design Load: HS 20,  Features Intersected: GOFF CREEK,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County 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: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $395,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221724,  Location: 2.0 MI SE OF HOWARD (Lat: 42.341836,  Lng: -77.483667),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 65 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 85 (year 2021),  Design Load: HS 25,  Features Intersected: RICE GLEN CREEK,  Facility Carried by Structure: MCCADDAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $263,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221725,  Location: 2.8 MI S OF TOWLESVILLE (Lat: 42.293700,  Lng: -77.452258),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 136 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 178 (year 2021),  Design Load: H 20,  Features Intersected: CAMPBELL CREEK,  Facility Carried by Structure: STONE SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $166,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $265,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221726,  Location: 5.5MI. S OF HOWARD (Lat: 42.288233,  Lng: -77.473364),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 63 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 82 (year 2021),  Features Intersected: CAMPBELL CREEK,  Facility Carried by Structure: NICHOLSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $166,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $265,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221727,  Location: 3 MILES NE OF CANISTEO (Lat: 42.286772,  Lng: -77.552392),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 49 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 64 (year 2021),  Design Load: HS 20,  Features Intersected: STEPHENS CREEK,  Facility Carried by Structure: BUENA VISTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $215,000 ( Estimate for 2007)

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Structure Number: 33329,  Location: 1.2 MI E OF HASKINVILLE (Lat: 42.424708,  Lng: -77.543914),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 269 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 352 (year 2027),  Design Load: HS 25,  Features Intersected: NEILS CREEK,  Facility Carried by Structure: NEILS CREEK 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),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 85.3 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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $386,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $616,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333309,  Location: 5.7 MI. NE OF CANISTEO (Lat: 42.290267,  Lng: -77.501236),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 829 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,121 (year 2027),  Features Intersected: CAMPBELL CREEK,  Facility Carried by Structure: COUNTY ROAD 14
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $241,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33331,  Location: 5.5 MI NE OF CANISTEO (Lat: 42.291197,  Lng: -77.506947),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 829 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,121 (year 2027),  Design Load: HS 20,  Features Intersected: CAMPBELL CREEK,  Facility Carried by Structure: CO RD 14
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),  Skew: 1 degrees,  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: 8.1m (26.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 79.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $241,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333339,  Location: 2.5 MI NE OF CANISTEO (Lat: 42.285478,  Lng: -77.554694),  Route carried "on" structure: County highway ,  Year Built: 1955,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 419 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 548 (year 2027),  Features Intersected: STEPHENS GULCH,  Facility Carried by Structure: COUNTY ROAD 27
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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $647,000,  Roadway Improvement Cost: $385,000,  Total Project Cost: $1,032,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333475,  Location: 2.3 MI E OF HOWARD (Lat: 42.361197,  Lng: -77.465153),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,160 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,568 (year 2027),  Features Intersected: GOFF CREEK,  Facility Carried by Structure: COUNTY ROAD 70A
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 continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $561,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333476,  Location: 2.5 MILES EAST OF HOWARD (Lat: 42.362519,  Lng: -77.458703),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,160 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,568 (year 2027),  Design Load: HS 25,  Features Intersected: GOFF CREEK,  Facility Carried by Structure: COUNTY ROAD 70A
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),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $561,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10295,  Location: 2.1 MI NW OF HOWARD (Lat: 42.380933,  Lng: -77.543403),  Route carried "under" structure: Interstate 86,  Year Built: 1970,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 7,732 (year 2007),  Truck Traffic: 33%,  Features Intersected: RTE I86,  Facility Carried by Structure: CR 55
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 18.552,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 106188,  Location: IN HOWARD - EXIT 35 OF I8 (Lat: 42.366583,  Lng: -77.508833),  Route carried "under" structure: Interstate 86,  Year Built: 1970,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 6,273 (year 2007),  Truck Traffic: 33%,  Features Intersected: RTE I86,  Facility Carried by Structure: RTE 962B
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 22.092,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)