Bridge Statistics for Hannibal, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 59ft / 17.9mTotal length
- $9,967,000Total costs
- 14,383Total average daily traffic
- 1,155Total average daily truck traffic
- 17,984Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hannibal
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21940-1949
- 51960-1969
- 11970-1979
- 31990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 28.6%Excellent
- 14.3%Very good
- 42.9%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 14.3%Excellent
- 14.3%Very good
- 14.3%Good
- 57.1%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 14.3%Good
- 42.9%Fair
- 14.3%Poor
- 14.3%Critical
- Bridge Condition - Channel
- 6.3%Good
- 12.5%Satisfactory
- 68.8%Fair
- 6.3%Poor
- 6.3%Serious
- Bridge Condition - Culverts
- 22.2%Good
- 66.7%Satisfactory
- 11.1%Poor
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Structure Number: 103658, Location: 3.7 MI N JCT SH 104 & SH (Lat: 43.380086, Lng: -76.572033), Route carried "on" structure: State highway 104, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,471 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 3,589 (year 2040), Design Load: H 20, Features Intersected: EIGHT MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $375,000, Total Project Cost: $1,015,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103658, Location: 3.7 MI N JCT SH 104 & SH (Lat: 43.380086, Lng: -76.572033), Route carried "on" structure: State highway 104, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,471 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 3,589 (year 2040), Design Load: H 20, Features Intersected: EIGHT MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $375,000, Total Project Cost: $1,015,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300029, Location: AT HANNIBAL (Lat: 43.321883, Lng: -76.573350), Route carried "on" structure: State highway 3, Year Built: 1968, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,680 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,746 (year 2040), Design Load: H 20, Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $650,000, Total Project Cost: $1,760,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300029, Location: AT HANNIBAL (Lat: 43.321883, Lng: -76.573350), Route carried "on" structure: State highway 3, Year Built: 1968, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,680 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,746 (year 2040), Design Load: H 20, Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $650,000, Total Project Cost: $1,760,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 320882, Location: 3.6 MI SE OF HANNIBAL (Lat: 43.278817, Lng: -76.535525), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 59 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 83 (year 2040), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: JAMES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $237,000, Total Project Cost: $642,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 320882, Location: 3.6 MI SE OF HANNIBAL (Lat: 43.278817, Lng: -76.535525), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 59 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 83 (year 2040), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: JAMES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $237,000, Total Project Cost: $642,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320883, Location: 2.8 MILES SE OF HANNIBAL (Lat: 43.290381, Lng: -76.551122), Route carried "on" structure: Other road , Year Built: 1933, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 580 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 812 (year 2037), Features Intersected: NINE MILE CREEK, Facility Carried by Structure: BRACKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 72.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $163,000, Total Project Cost: $440,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 320883, Location: 2.8 MILES SE OF HANNIBAL (Lat: 43.290381, Lng: -76.551122), Route carried "on" structure: Other road , Year Built: 1933, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 580 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 812 (year 2037), Features Intersected: NINE MILE CREEK, Facility Carried by Structure: BRACKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 72.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $163,000, Total Project Cost: $440,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320884, Location: 3.0 MI SW OF HANNIBAL (Lat: 43.284606, Lng: -76.596225), Route carried "on" structure: Other road , Year Built: 1940, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 210 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 294 (year 2038), Design Load: HS 20, Features Intersected: STERLING VALLEY C, Facility Carried by Structure: SIXTY-SIX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.636, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Serious, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $234,000, Total Project Cost: $634,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 320884, Location: 3.0 MI SW OF HANNIBAL (Lat: 43.284606, Lng: -76.596225), Route carried "on" structure: Other road , Year Built: 1940, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 210 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 294 (year 2038), Design Load: HS 20, Features Intersected: STERLING VALLEY C, Facility Carried by Structure: SIXTY-SIX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.636, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Serious, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $234,000, Total Project Cost: $634,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320885, Location: 2.0 MI NW OF HANNIBAL (Lat: 43.344589, Lng: -76.596736), Route carried "on" structure: Other road , Year Built: 1973, Year Reconstructed: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 322 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 451 (year 2038), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: WILTSIEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $242,000, Total Project Cost: $655,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 320885, Location: 2.0 MI NW OF HANNIBAL (Lat: 43.344589, Lng: -76.596736), Route carried "on" structure: Other road , Year Built: 1973, Year Reconstructed: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 322 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 451 (year 2038), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: WILTSIEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $242,000, Total Project Cost: $655,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 320886, Location: 2.8 MI SE OF HANNIBAL (Lat: 43.291231, Lng: -76.552111), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 32 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 45 (year 2038), Features Intersected: NINE MILE CREEK, Facility Carried by Structure: TOWN GARAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $126,000, Total Project Cost: $342,000 ( Estimate for 2021)
Structure Number: 320886, Location: 2.8 MI SE OF HANNIBAL (Lat: 43.291231, Lng: -76.552111), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 32 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 45 (year 2038), Features Intersected: NINE MILE CREEK, Facility Carried by Structure: TOWN GARAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $126,000, Total Project Cost: $342,000 ( Estimate for 2021)
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Structure Number: 320888, Location: 1.0 MI S OF HANNIBAL (Lat: 43.308367, Lng: -76.567653), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 378 (year 2040), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: PEAT BED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, 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 2020, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $121,000, Total Project Cost: $326,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 320888, Location: 1.0 MI S OF HANNIBAL (Lat: 43.308367, Lng: -76.567653), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 378 (year 2040), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: PEAT BED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, 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 2020, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $121,000, Total Project Cost: $326,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320889, Location: 2.8 MI NW HANNIBAL (Lat: 43.357697, Lng: -76.600453), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 121 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 169 (year 2038), Features Intersected: NINE MILE CREEK, Facility Carried by Structure: PARSONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $105,000, Total Project Cost: $284,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 320889, Location: 2.8 MI NW HANNIBAL (Lat: 43.357697, Lng: -76.600453), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 121 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 169 (year 2038), Features Intersected: NINE MILE CREEK, Facility Carried by Structure: PARSONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $105,000, Total Project Cost: $284,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32089, Location: 2.2 MI NW OF HANNIBAL (Lat: 43.347528, Lng: -76.600528), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 208 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 291 (year 2040), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: BLYTHE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $346,000, Roadway Improvement Cost: $203,000, Total Project Cost: $549,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32089, Location: 2.2 MI NW OF HANNIBAL (Lat: 43.347528, Lng: -76.600528), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 208 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 291 (year 2040), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: BLYTHE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $346,000, Roadway Improvement Cost: $203,000, Total Project Cost: $549,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320911, Location: 3.5 MI NW OF HANNIBAL (Lat: 43.371342, Lng: -76.599164), Route carried "on" structure: Other road , Year Built: 1947, Year Reconstructed: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 96 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 134 (year 2038), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: HALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $207,000, Total Project Cost: $561,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 320911, Location: 3.5 MI NW OF HANNIBAL (Lat: 43.371342, Lng: -76.599164), Route carried "on" structure: Other road , Year Built: 1947, Year Reconstructed: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 96 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 134 (year 2038), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: HALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $207,000, Total Project Cost: $561,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 325767, Location: AT HANNIBAL (Lat: 43.324114, Lng: -76.579289), Route carried "on" structure: Other road , Year Built: 1965, Year Reconstructed: 2019, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 220 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 308 (year 2037), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Fair, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $148,000, Total Project Cost: $400,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 325767, Location: AT HANNIBAL (Lat: 43.324114, Lng: -76.579289), Route carried "on" structure: Other road , Year Built: 1965, Year Reconstructed: 2019, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 220 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 308 (year 2037), Features Intersected: NINEMILE CREEK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Fair, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $148,000, Total Project Cost: $400,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 325768, Location: .1 MI NE JCT SH3 & OSW ST (Lat: 43.323394, Lng: -76.577311), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 720 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,008 (year 2038), Features Intersected: NINE MILE CREEK, Facility Carried by Structure: OSWEGO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $166,000, Total Project Cost: $449,000 ( Estimate for 2021)
Structure Number: 325768, Location: .1 MI NE JCT SH3 & OSW ST (Lat: 43.323394, Lng: -76.577311), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 720 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,008 (year 2038), Features Intersected: NINE MILE CREEK, Facility Carried by Structure: OSWEGO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $166,000, Total Project Cost: $449,000 ( Estimate for 2021)
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Structure Number: 331325, Location: 1.6 MI W OF HANNIBAL (Lat: 43.324778, Lng: -76.608806), Route carried "on" structure: State highway 3, Year Built: 2002, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,680 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,746 (year 2040), Design Load: HS 25 or greater, Features Intersected: STERLING VLLY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 84.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $648,000, Roadway Improvement Cost: $380,000, Total Project Cost: $1,028,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331325, Location: 1.6 MI W OF HANNIBAL (Lat: 43.324778, Lng: -76.608806), Route carried "on" structure: State highway 3, Year Built: 2002, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,680 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,746 (year 2040), Design Load: HS 25 or greater, Features Intersected: STERLING VLLY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 84.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $648,000, Roadway Improvement Cost: $380,000, Total Project Cost: $1,028,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331326, Location: 2.8 MI NE OF HANNIBAL (Lat: 43.353453, Lng: -76.551958), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 507 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 710 (year 2038), Features Intersected: EIGHTMILE CREEK, Facility Carried by Structure: CR85 CUNNINGHAM R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.512, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2020, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $194,000, Total Project Cost: $526,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331326, Location: 2.8 MI NE OF HANNIBAL (Lat: 43.353453, Lng: -76.551958), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 507 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 710 (year 2038), Features Intersected: EIGHTMILE CREEK, Facility Carried by Structure: CR85 CUNNINGHAM R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.512, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2020, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $194,000, Total Project Cost: $526,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331331, Location: 2.4 MI S JCT SH34 & SH104 (Lat: 43.270836, Lng: -76.579692), Route carried "on" structure: State highway 34, Year Built: 1962, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,207 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,220 (year 2040), Design Load: HS 20, Features Intersected: TRIB STERLING CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.850, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $132,000, Total Project Cost: $356,000 ( Estimate for 2021)
Structure Number: 331331, Location: 2.4 MI S JCT SH34 & SH104 (Lat: 43.270836, Lng: -76.579692), Route carried "on" structure: State highway 34, Year Built: 1962, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,207 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,220 (year 2040), Design Load: HS 20, Features Intersected: TRIB STERLING CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.850, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $132,000, Total Project Cost: $356,000 ( Estimate for 2021)