Bridge Statistics for Hornell, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 230ft / 69.8mTotal length
- $58,412,000Total costs
- 70,274Total average daily traffic
- 3,324Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hornell
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 71960-1969
- 11970-1979
- 11980-1989
- 41990-1999
- 22000-2009
- 12010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- 22000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 50.0%Excellent
- 11.1%Very good
- 22.2%Good
- 5.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 38.9%Excellent
- 16.7%Very good
- 16.7%Good
- 16.7%Satisfactory
- 5.6%Fair
- 5.6%Serious
- Bridge Condition - Substructure
- 22.2%Excellent
- 16.7%Very good
- 27.8%Good
- 22.2%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 12.5%Excellent
- 56.3%Very good
- 25.0%Good
- 6.3%Satisfactory
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Structure Number: 101634, Location: ROUTE 21 IN HORNELL (Lat: 42.329761, Lng: -77.666783), Route carried "on" structure: State highway 21, Year Built: 1995, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 5,379 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,534 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.01m (26.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $5,035,000, Roadway Improvement Cost: $2,949,000, Total Project Cost: $7,984,000 ( 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: 101634, Location: ROUTE 21 IN HORNELL (Lat: 42.329761, Lng: -77.666783), Route carried "on" structure: State highway 21, Year Built: 1995, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 5,379 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,534 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.01m (26.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $5,035,000, Roadway Improvement Cost: $2,949,000, Total Project Cost: $7,984,000 ( 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: 1023549, Location: 1.0 MI S END OF HORNELL (Lat: 42.315697, Lng: -77.659572), Route carried "on" structure: State highway 36, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 7,404 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,994 (year 2040), Design Load: HS 20+Mod, Features Intersected: CROSBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.556, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 78.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.68m (12.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,516,000, Roadway Improvement Cost: $2,059,000, Total Project Cost: $5,575,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1023549, Location: 1.0 MI S END OF HORNELL (Lat: 42.315697, Lng: -77.659572), Route carried "on" structure: State highway 36, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 7,404 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,994 (year 2040), Design Load: HS 20+Mod, Features Intersected: CROSBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.556, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 36 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 78.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.68m (12.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,516,000, Roadway Improvement Cost: $2,059,000, Total Project Cost: $5,575,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1023559, Location: IN HORNELL RTE 36 (Lat: 42.323075, Lng: -77.660967), Route carried "on" structure: State highway 36, Year Built: 1968, Year Reconstructed: 2013, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 13,545 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 16,454 (year 2040), Design Load: HS 20+Mod, Features Intersected: LODER STREET, NORFOLK SO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.376, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.72m (35.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $4,870,000, Roadway Improvement Cost: $2,852,000, Total Project Cost: $7,722,000 ( 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: 1023559, Location: IN HORNELL RTE 36 (Lat: 42.323075, Lng: -77.660967), Route carried "on" structure: State highway 36, Year Built: 1968, Year Reconstructed: 2013, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 13,545 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 16,454 (year 2040), Design Load: HS 20+Mod, Features Intersected: LODER STREET, NORFOLK SO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.376, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.72m (35.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $4,870,000, Roadway Improvement Cost: $2,852,000, Total Project Cost: $7,722,000 ( 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: 1069419, Location: 0.2 MI N JCT SR36 & SR21 (Lat: 42.330094, Lng: -77.663406), Route carried "on" structure: State highway 21, Year Built: 1978, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 12,353 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 15,006 (year 2040), Design Load: HS 20, Features Intersected: CANACADEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.788, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 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: 31.4 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,624,000, Roadway Improvement Cost: $1,536,000, Total Project Cost: $4,160,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1069419, Location: 0.2 MI N JCT SR36 & SR21 (Lat: 42.330094, Lng: -77.663406), Route carried "on" structure: State highway 21, Year Built: 1978, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 12,353 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 15,006 (year 2040), Design Load: HS 20, Features Intersected: CANACADEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.788, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 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: 31.4 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,624,000, Roadway Improvement Cost: $1,536,000, Total Project Cost: $4,160,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 107715, Location: IN CITY OF HORNELL (Lat: 42.329133, Lng: -77.665528), Route carried "on" structure: State highway 21, Year Built: 1995, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 5,379 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,534 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANACADEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.192, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,698,000, Roadway Improvement Cost: $1,580,000, Total Project Cost: $4,279,000 ( 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: 107715, Location: IN CITY OF HORNELL (Lat: 42.329133, Lng: -77.665528), Route carried "on" structure: State highway 21, Year Built: 1995, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 5,379 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,534 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANACADEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.192, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,698,000, Roadway Improvement Cost: $1,580,000, Total Project Cost: $4,279,000 ( 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: 201635, Location: IN CITY OF HORNELL (Lat: 42.330703, Lng: -77.661200), Route carried "on" structure: City street , Year Built: 1980, Year Reconstructed: 2020, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 5,862 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 7,121 (year 2040), Design Load: HL 93, Features Intersected: CANACADEA CREEK, Facility Carried by Structure: SENECA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,768,000, Roadway Improvement Cost: $1,036,000, Total Project Cost: $2,804,000 ( 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: 201635, Location: IN CITY OF HORNELL (Lat: 42.330703, Lng: -77.661200), Route carried "on" structure: City street , Year Built: 1980, Year Reconstructed: 2020, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 5,862 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 7,121 (year 2040), Design Load: HL 93, Features Intersected: CANACADEA CREEK, Facility Carried by Structure: SENECA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,768,000, Roadway Improvement Cost: $1,036,000, Total Project Cost: $2,804,000 ( 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: 221812, Location: IN HORNELL (Lat: 42.317033, Lng: -77.663572), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 299 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 369 (year 2040), Design Load: HL 93, Features Intersected: CROSBY CREEK, Facility Carried by Structure: GRAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 78.4 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: 60.6 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: Superior to present desirable 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $478,000, Total Project Cost: $1,293,000 ( 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: 221812, Location: IN HORNELL (Lat: 42.317033, Lng: -77.663572), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 299 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 369 (year 2040), Design Load: HL 93, Features Intersected: CROSBY CREEK, Facility Carried by Structure: GRAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 78.4 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: 60.6 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: Superior to present desirable 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $478,000, Total Project Cost: $1,293,000 ( 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: 221813, Location: IN HORNELL (Lat: 42.316506, Lng: -77.662306), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 231 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 323 (year 2036), Features Intersected: CROSBY CREEK, Facility Carried by Structure: SOUTH DIVISION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $302,000, Total Project Cost: $817,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 221813, Location: IN HORNELL (Lat: 42.316506, Lng: -77.662306), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 231 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 323 (year 2036), Features Intersected: CROSBY CREEK, Facility Carried by Structure: SOUTH DIVISION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $302,000, Total Project Cost: $817,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 221814, Location: IN HORNELL (Lat: 42.316361, Lng: -77.661247), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 647 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 800 (year 2040), Design Load: HL 93, Features Intersected: CROSBY CREEK, Facility Carried by Structure: CANISTEO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 70.8 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: 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: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $894,000, Roadway Improvement Cost: $523,000, Total Project Cost: $1,417,000 ( 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: 221814, Location: IN HORNELL (Lat: 42.316361, Lng: -77.661247), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 647 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 800 (year 2040), Design Load: HL 93, Features Intersected: CROSBY CREEK, Facility Carried by Structure: CANISTEO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 70.8 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: 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: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $894,000, Roadway Improvement Cost: $523,000, Total Project Cost: $1,417,000 ( 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: 221815, Location: IN HORNELL (Lat: 42.314494, Lng: -77.658369), Route carried "on" structure: City street , Year Built: 1967, Year Reconstructed: 2002, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 560 (year 2036), Design Load: HS 25 or greater, Features Intersected: CROSBY CREEK, Facility Carried by Structure: E VANSCOTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $824,000, Roadway Improvement Cost: $483,000, Total Project Cost: $1,306,000 ( 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: 221815, Location: IN HORNELL (Lat: 42.314494, Lng: -77.658369), Route carried "on" structure: City street , Year Built: 1967, Year Reconstructed: 2002, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 560 (year 2036), Design Load: HS 25 or greater, Features Intersected: CROSBY CREEK, Facility Carried by Structure: E VANSCOTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $824,000, Roadway Improvement Cost: $483,000, Total Project Cost: $1,306,000 ( 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: 221816, Location: IN HORNELL (Lat: 42.322431, Lng: -77.648375), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 2005, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 185 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 259 (year 2035), Design Load: HS 25 or greater, Features Intersected: CHAUNCY RUN, Facility Carried by Structure: CATHERINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 78.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $157,000, Total Project Cost: $424,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 221816, Location: IN HORNELL (Lat: 42.322431, Lng: -77.648375), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 2005, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 185 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 259 (year 2035), Design Load: HS 25 or greater, Features Intersected: CHAUNCY RUN, Facility Carried by Structure: CATHERINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 78.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $157,000, Total Project Cost: $424,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 221817, Location: IN HORNELL (Lat: 42.322986, Lng: -77.651031), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,059 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 5,022 (year 2040), Design Load: HL 93, Features Intersected: CHAUNCY RUN, Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $439,000, Total Project Cost: $1,190,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221817, Location: IN HORNELL (Lat: 42.322986, Lng: -77.651031), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,059 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 5,022 (year 2040), Design Load: HL 93, Features Intersected: CHAUNCY RUN, Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $439,000, Total Project Cost: $1,190,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221818, Location: IN HORNELL (Lat: 42.329247, Lng: -77.665228), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 782 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 967 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANACADEA CREEK, Facility Carried by Structure: THACHER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,634,000, Roadway Improvement Cost: $957,000, Total Project Cost: $2,590,000 ( 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: 221818, Location: IN HORNELL (Lat: 42.329247, Lng: -77.665228), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 782 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 967 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANACADEA CREEK, Facility Carried by Structure: THACHER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,634,000, Roadway Improvement Cost: $957,000, Total Project Cost: $2,590,000 ( 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: 221819, Location: IN HORNELL (Lat: 42.330731, Lng: -77.657581), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 966 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,195 (year 2040), Design Load: HS 20, Features Intersected: CANACADEA CREEK, Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.3m (102.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Serious, Substructure: Poor, Channel: Very good, Operating Rating: 16.2 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: 12.6 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: High priority of corrective action, 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,165,000, Roadway Improvement Cost: $682,000, Total Project Cost: $1,848,000 ( 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: 221819, Location: IN HORNELL (Lat: 42.330731, Lng: -77.657581), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 966 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,195 (year 2040), Design Load: HS 20, Features Intersected: CANACADEA CREEK, Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.3m (102.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Serious, Substructure: Poor, Channel: Very good, Operating Rating: 16.2 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: 12.6 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: High priority of corrective action, 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,165,000, Roadway Improvement Cost: $682,000, Total Project Cost: $1,848,000 ( 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: 22182, Location: IN CITY OF HORNELL (Lat: 42.332864, Lng: -77.653239), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1988, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 612 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 857 (year 2036), Design Load: HS 20, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: BENNETT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.5 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: 48.9 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.94m (22.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,941,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $3,078,000 ( 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: 22182, Location: IN CITY OF HORNELL (Lat: 42.332864, Lng: -77.653239), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1988, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 612 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 857 (year 2036), Design Load: HS 20, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: BENNETT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.5 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: 48.9 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.94m (22.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,941,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $3,078,000 ( 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: 221821, Location: IN HORNELL (Lat: 42.323689, Lng: -77.651486), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,241 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 5,247 (year 2040), Design Load: HS 20, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.7m (136.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,602,000, Roadway Improvement Cost: $938,000, Total Project Cost: $2,540,000 ( 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: 221821, Location: IN HORNELL (Lat: 42.323689, Lng: -77.651486), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,241 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 5,247 (year 2040), Design Load: HS 20, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.7m (136.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,602,000, Roadway Improvement Cost: $938,000, Total Project Cost: $2,540,000 ( 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: 221822, Location: IN HORNELL (Lat: 42.320994, Lng: -77.654408), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,130 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,635 (year 2040), Design Load: HL 93, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: RIVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $4,702,000, Roadway Improvement Cost: $2,753,000, Total Project Cost: $7,455,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 221822, Location: IN HORNELL (Lat: 42.320994, Lng: -77.654408), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,130 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,635 (year 2040), Design Load: HL 93, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: RIVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $4,702,000, Roadway Improvement Cost: $2,753,000, Total Project Cost: $7,455,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 221823, Location: IN HORNELL (Lat: 42.312658, Lng: -77.652214), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 1,460 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,044 (year 2038), Design Load: HS 25 or greater, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.158, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.7m (136.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 77.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.23m (13.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,217,000, Roadway Improvement Cost: $713,000, Total Project Cost: $1,930,000 ( 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: 221823, Location: IN HORNELL (Lat: 42.312658, Lng: -77.652214), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 1,460 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,044 (year 2038), Design Load: HS 25 or greater, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.158, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.7m (136.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 77.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.23m (13.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,217,000, Roadway Improvement Cost: $713,000, Total Project Cost: $1,930,000 ( 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: 1023559, Location: IN HORNELL RTE 36 (Lat: 42.323075, Lng: -77.660967), Route carried "under" structure: ServiceCity street , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,340 (year 2020), Truck Traffic: 5%, Features Intersected: LODER STREET, NORFOLK SO, Facility Carried by Structure: RTE 36
Minimum Vertical Clearance: 7.99m (26.21ft), Kilometerpoint: 0.129, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.9m (81.7ft)
Structure Number: 1023559, Location: IN HORNELL RTE 36 (Lat: 42.323075, Lng: -77.660967), Route carried "under" structure: ServiceCity street , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,340 (year 2020), Truck Traffic: 5%, Features Intersected: LODER STREET, NORFOLK SO, Facility Carried by Structure: RTE 36
Minimum Vertical Clearance: 7.99m (26.21ft), Kilometerpoint: 0.129, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.9m (81.7ft)