Bridge Statistics for Parma, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 102ft / 31.0mTotal length
- $21,658,000Total costs
- 34,297Total average daily traffic
- 1,061Total average daily truck traffic
- 43,030Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Parma
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 31950-1959
- 21980-1989
- 41990-1999
- 62000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 22.2%Very good
- 44.4%Good
- 11.1%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 15.8%Excellent
- 15.8%Very good
- 42.1%Good
- 5.3%Satisfactory
- 21.1%Fair
- Bridge Condition - Substructure
- 15.8%Excellent
- 26.3%Very good
- 21.1%Good
- 15.8%Satisfactory
- 21.1%Fair
- Bridge Condition - Channel
- 9.5%Very good
- 28.6%Good
- 38.1%Satisfactory
- 14.3%Fair
- 9.5%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Fair
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Structure Number: 103587, Location: 2.6MI E JCT LOSP+RTE260 (Lat: 43.338328, Lng: -77.805019), Route carried "on" structure: State highway 947A, Year Built: 1950, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,507 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,528 (year 2040), Design Load: H 20, Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.122, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: November 2017, Bridge Improvement Cost: $2,187,000, Roadway Improvement Cost: $1,281,000, Total Project Cost: $3,468,000 ( Estimate for 2021)
Structure Number: 103587, Location: 2.6MI E JCT LOSP+RTE260 (Lat: 43.338328, Lng: -77.805019), Route carried "on" structure: State highway 947A, Year Built: 1950, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,507 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,528 (year 2040), Design Load: H 20, Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.122, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: November 2017, Bridge Improvement Cost: $2,187,000, Roadway Improvement Cost: $1,281,000, Total Project Cost: $3,468,000 ( Estimate for 2021)
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Structure Number: 103588, Location: 2.9MI E JCT LOSP+RTE 260 (Lat: 43.336986, Lng: -77.798386), Route carried "on" structure: State highway 947A, Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,507 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,528 (year 2040), Design Load: H 20, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.669, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $855,000, Roadway Improvement Cost: $501,000, Total Project Cost: $1,356,000 ( Estimate for 2021)
Structure Number: 103588, Location: 2.9MI E JCT LOSP+RTE 260 (Lat: 43.336986, Lng: -77.798386), Route carried "on" structure: State highway 947A, Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,507 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,528 (year 2040), Design Load: H 20, Features Intersected: EAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.669, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $855,000, Roadway Improvement Cost: $501,000, Total Project Cost: $1,356,000 ( Estimate for 2021)
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Structure Number: 104358, Location: 1 MI N JUNCT RTE 259&18 (Lat: 43.303550, Lng: -77.793856), Route carried "on" structure: State highway 259, Year Built: 2007, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 4,281 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.765, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,031,000, Roadway Improvement Cost: $604,000, Total Project Cost: $1,634,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104358, Location: 1 MI N JUNCT RTE 259&18 (Lat: 43.303550, Lng: -77.793856), Route carried "on" structure: State highway 259, Year Built: 2007, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 4,281 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.765, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,031,000, Roadway Improvement Cost: $604,000, Total Project Cost: $1,634,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 104368, Location: 1 MI N JUNCT RTE 18&261 (Lat: 43.304050, Lng: -77.748803), Route carried "on" structure: State highway 261, Year Built: 2007, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,757 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,349 (year 2040), Design Load: HL 93, Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Excellent, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 76.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $785,000, Roadway Improvement Cost: $460,000, Total Project Cost: $1,245,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104368, Location: 1 MI N JUNCT RTE 18&261 (Lat: 43.304050, Lng: -77.748803), Route carried "on" structure: State highway 261, Year Built: 2007, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,757 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,349 (year 2040), Design Load: HL 93, Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Excellent, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 76.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $785,000, Roadway Improvement Cost: $460,000, Total Project Cost: $1,245,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 221115, Location: 1.5 MI NW OF HILTON (Lat: 43.302531, Lng: -77.813167), Route carried "on" structure: Alternate Other road , Year Built: 2012, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 392 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 549 (year 2039), Design Load: HL 93, Features Intersected: WEST CREEK, Facility Carried by Structure: COLLAMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 58.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $556,000, Roadway Improvement Cost: $326,000, Total Project Cost: $882,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 221115, Location: 1.5 MI NW OF HILTON (Lat: 43.302531, Lng: -77.813167), Route carried "on" structure: Alternate Other road , Year Built: 2012, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 392 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 549 (year 2039), Design Load: HL 93, Features Intersected: WEST CREEK, Facility Carried by Structure: COLLAMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 58.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $556,000, Roadway Improvement Cost: $326,000, Total Project Cost: $882,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 221116, Location: 0.3 MI SOUTH INT NYS 18 (Lat: 43.282531, Lng: -77.813806), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 579 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 811 (year 2036), Design Load: HL 93, Features Intersected: SALMON CREEK, Facility Carried by Structure: HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 67.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $328,000, Total Project Cost: $888,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 221116, Location: 0.3 MI SOUTH INT NYS 18 (Lat: 43.282531, Lng: -77.813806), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 579 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 811 (year 2036), Design Load: HL 93, Features Intersected: SALMON CREEK, Facility Carried by Structure: HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 67.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $328,000, Total Project Cost: $888,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 221117, Location: 1.1 MI W OF HILTON (Lat: 43.285578, Lng: -77.813933), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 579 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 811 (year 2036), Design Load: HL 93, Features Intersected: BROCKPORT CREEK, Facility Carried by Structure: HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 80.8 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $217,000, Total Project Cost: $588,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221117, Location: 1.1 MI W OF HILTON (Lat: 43.285578, Lng: -77.813933), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 579 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 811 (year 2036), Design Load: HL 93, Features Intersected: BROCKPORT CREEK, Facility Carried by Structure: HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 80.8 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $217,000, Total Project Cost: $588,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221118, Location: 2 MI SE OF HILTON (Lat: 43.263167, Lng: -77.771681), Route carried "on" structure: Other road , Year Built: 1938, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 240 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 336 (year 2036), Features Intersected: BLACK CREEK, Facility Carried by Structure: BUTCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: 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: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 22.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $207,000, Total Project Cost: $560,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221118, Location: 2 MI SE OF HILTON (Lat: 43.263167, Lng: -77.771681), Route carried "on" structure: Other road , Year Built: 1938, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 240 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 336 (year 2036), Features Intersected: BLACK CREEK, Facility Carried by Structure: BUTCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: 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: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 22.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $207,000, Total Project Cost: $560,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226671, Location: .5MI NW JCT.RTS.259+LOSP (Lat: 43.339358, Lng: -77.797019), Route carried "on" structure: Other road , Year Built: 1952, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 81 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 113 (year 2039), Design Load: H 15, Features Intersected: EAST CREEK, Facility Carried by Structure: WEST BEACH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $163,000, Total Project Cost: $442,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226671, Location: .5MI NW JCT.RTS.259+LOSP (Lat: 43.339358, Lng: -77.797019), Route carried "on" structure: Other road , Year Built: 1952, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 81 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 113 (year 2039), Design Load: H 15, Features Intersected: EAST CREEK, Facility Carried by Structure: WEST BEACH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $163,000, Total Project Cost: $442,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226881, Location: 1.75 MI OF NE RTS 104&259 (Lat: 43.221433, Lng: -77.768931), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 119 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 167 (year 2037), Design Load: HS 20, Features Intersected: NORTHRUP CREEK, Facility Carried by Structure: SILENT MEADOWS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $160,000, Total Project Cost: $433,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 226881, Location: 1.75 MI OF NE RTS 104&259 (Lat: 43.221433, Lng: -77.768931), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 119 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 167 (year 2037), Design Load: HS 20, Features Intersected: NORTHRUP CREEK, Facility Carried by Structure: SILENT MEADOWS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $160,000, Total Project Cost: $433,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 331716, Location: 1.8 MI SE OF HILTON (Lat: 43.272875, Lng: -77.820544), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 778 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,089 (year 2036), Design Load: HS 25 or greater, Features Intersected: SALMON CREEK, Facility Carried by Structure: BURRITT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $999,000, Roadway Improvement Cost: $585,000, Total Project Cost: $1,584,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331716, Location: 1.8 MI SE OF HILTON (Lat: 43.272875, Lng: -77.820544), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 778 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,089 (year 2036), Design Load: HS 25 or greater, Features Intersected: SALMON CREEK, Facility Carried by Structure: BURRITT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $999,000, Roadway Improvement Cost: $585,000, Total Project Cost: $1,584,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331717, Location: 1.2 MI SE OF HILTON (Lat: 43.273442, Lng: -77.778703), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,981 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,773 (year 2037), Design Load: HS 25 or greater, Features Intersected: BUTTONWOOD CREEK, Facility Carried by Structure: BURRITT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.924, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $191,000, Total Project Cost: $518,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331717, Location: 1.2 MI SE OF HILTON (Lat: 43.273442, Lng: -77.778703), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,981 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,773 (year 2037), Design Load: HS 25 or greater, Features Intersected: BUTTONWOOD CREEK, Facility Carried by Structure: BURRITT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.924, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $191,000, Total Project Cost: $518,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331718, Location: 2.3 MI SE OF HILTON (Lat: 43.273603, Lng: -77.752097), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,981 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,773 (year 2037), Design Load: HS 25 or greater, Features Intersected: BLACK CREEK, Facility Carried by Structure: BURRITT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 79.9 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $199,000, Total Project Cost: $540,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331718, Location: 2.3 MI SE OF HILTON (Lat: 43.273603, Lng: -77.752097), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,981 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,773 (year 2037), Design Load: HS 25 or greater, Features Intersected: BLACK CREEK, Facility Carried by Structure: BURRITT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 79.9 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $199,000, Total Project Cost: $540,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331719, Location: 2 MI NE BARTLETTS CORNERS (Lat: 43.336881, Lng: -77.811056), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 876 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,226 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRUSH CREEK, Facility Carried by Structure: HMLIN-PRMA T.L.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.179, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $231,000, Total Project Cost: $624,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 331719, Location: 2 MI NE BARTLETTS CORNERS (Lat: 43.336881, Lng: -77.811056), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 876 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,226 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRUSH CREEK, Facility Carried by Structure: HMLIN-PRMA T.L.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.179, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $231,000, Total Project Cost: $624,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33172, Location: 2.7 MI SW OF HILTON (Lat: 43.258275, Lng: -77.828783), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,497 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 2,096 (year 2036), Design Load: HS 20+Mod, Features Intersected: SALMON CREEK, Facility Carried by Structure: PARMA CENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,063,000, Roadway Improvement Cost: $622,000, Total Project Cost: $1,685,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33172, Location: 2.7 MI SW OF HILTON (Lat: 43.258275, Lng: -77.828783), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,497 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 2,096 (year 2036), Design Load: HS 20+Mod, Features Intersected: SALMON CREEK, Facility Carried by Structure: PARMA CENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,063,000, Roadway Improvement Cost: $622,000, Total Project Cost: $1,685,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 331722, Location: 3.6 MI SE OF HILTON (Lat: 43.244236, Lng: -77.761367), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,407 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 3,370 (year 2037), Design Load: HS 25 or greater, Features Intersected: NORTHUP CREEK, Facility Carried by Structure: PECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.466, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $526,000, Roadway Improvement Cost: $308,000, Total Project Cost: $834,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 331722, Location: 3.6 MI SE OF HILTON (Lat: 43.244236, Lng: -77.761367), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,407 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 3,370 (year 2037), Design Load: HS 25 or greater, Features Intersected: NORTHUP CREEK, Facility Carried by Structure: PECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.466, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $526,000, Roadway Improvement Cost: $308,000, Total Project Cost: $834,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 331723, Location: 1.6 MI NE OF HILTON (Lat: 43.308619, Lng: -77.774622), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,173 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,642 (year 2039), Design Load: HS 20, Features Intersected: WEST CREEK, Facility Carried by Structure: BENNETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 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: Better than 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $639,000, Roadway Improvement Cost: $374,000, Total Project Cost: $1,013,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331723, Location: 1.6 MI NE OF HILTON (Lat: 43.308619, Lng: -77.774622), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,173 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,642 (year 2039), Design Load: HS 20, Features Intersected: WEST CREEK, Facility Carried by Structure: BENNETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 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: Better than 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $639,000, Roadway Improvement Cost: $374,000, Total Project Cost: $1,013,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 33178, Location: 3 MI NW OF SPENCERPORT (Lat: 43.205919, Lng: -77.851433), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 702 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 983 (year 2036), Design Load: HS 25 or greater, Features Intersected: SALMON CREEK, Facility Carried by Structure: OGDEN PARMA TL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 90.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $305,000, Total Project Cost: $825,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33178, Location: 3 MI NW OF SPENCERPORT (Lat: 43.205919, Lng: -77.851433), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 702 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 983 (year 2036), Design Load: HS 25 or greater, Features Intersected: SALMON CREEK, Facility Carried by Structure: OGDEN PARMA TL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 90.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $305,000, Total Project Cost: $825,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331781, Location: 0.3 MI E OF HILTON (Lat: 43.292542, Lng: -77.776517), Route carried "on" structure: County highway , Year Built: 1948, Year Reconstructed: 2009, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,954 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,018 (year 2040), Design Load: HS 25 or greater, Features Intersected: SALMON CREEK, Facility Carried by Structure: WILDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $927,000, Roadway Improvement Cost: $543,000, Total Project Cost: $1,470,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other Coated Reinforcing
Structure Number: 331781, Location: 0.3 MI E OF HILTON (Lat: 43.292542, Lng: -77.776517), Route carried "on" structure: County highway , Year Built: 1948, Year Reconstructed: 2009, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,954 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,018 (year 2040), Design Load: HS 25 or greater, Features Intersected: SALMON CREEK, Facility Carried by Structure: WILDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $927,000, Roadway Improvement Cost: $543,000, Total Project Cost: $1,470,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other Coated Reinforcing
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Structure Number: 331782, Location: 4.5 MI SW OF HILTON (Lat: 43.243433, Lng: -77.844317), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,233 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 1,726 (year 2037), Design Load: HS 25 or greater, Features Intersected: SALMON CREEK, Facility Carried by Structure: PECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 80.4 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $226,000, Total Project Cost: $611,000 ( Estimate for 2021)
Structure Number: 331782, Location: 4.5 MI SW OF HILTON (Lat: 43.243433, Lng: -77.844317), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,233 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 1,726 (year 2037), Design Load: HS 25 or greater, Features Intersected: SALMON CREEK, Facility Carried by Structure: PECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 80.4 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $226,000, Total Project Cost: $611,000 ( Estimate for 2021)
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Structure Number: 33678, Location: 0.8 MI NORTH OF ROUTE 104 (Lat: 43.230403, Lng: -77.768467), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 673 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 942 (year 2038), Design Load: HS 20+Mod, Features Intersected: NORTHRUP CREEK, Facility Carried by Structure: DEAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: June 2020, Bridge Improvement Cost: $289,000, Roadway Improvement Cost: $169,000, Total Project Cost: $458,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33678, Location: 0.8 MI NORTH OF ROUTE 104 (Lat: 43.230403, Lng: -77.768467), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 673 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 942 (year 2038), Design Load: HS 20+Mod, Features Intersected: NORTHRUP CREEK, Facility Carried by Structure: DEAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: June 2020, Bridge Improvement Cost: $289,000, Roadway Improvement Cost: $169,000, Total Project Cost: $458,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other