Bridge Statistics for Ellisburg, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 157ft / 48.2mTotal length
- $24,444,000Total costs
- 7,773Total average daily traffic
- 793Total average daily truck traffic
- 8,419Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ellisburg
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 41940-1949
- 21970-1979
- 21980-1989
- 31990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 41980-1989
- 11990-1999
- Bridge Condition - Deck
- 20.0%Very good
- 66.7%Good
- 13.3%Satisfactory
- Bridge Condition - Superstructure
- 23.5%Excellent
- 35.3%Very good
- 17.6%Good
- 11.8%Satisfactory
- 11.8%Fair
- Bridge Condition - Substructure
- 23.5%Excellent
- 17.6%Very good
- 35.3%Good
- 5.9%Satisfactory
- 11.8%Fair
- 5.9%Serious
- Bridge Condition - Channel
- 33.3%Very good
- 27.8%Good
- 27.8%Satisfactory
- 11.1%Fair
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Structure Number: 100042, Location: .4 MI S JEFF CO LN & SH 3 (Lat: 43.672097, Lng: -76.169828), Route carried "on" structure: State highway 3, Year Built: 2002, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,396 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,404 (year 2040), Design Load: HS 25 or greater, Features Intersected: LINDSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 91.0 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: 66.7 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: Superior to present desirable 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: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $554,000, Total Project Cost: $1,499,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100042, Location: .4 MI S JEFF CO LN & SH 3 (Lat: 43.672097, Lng: -76.169828), Route carried "on" structure: State highway 3, Year Built: 2002, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,396 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,404 (year 2040), Design Load: HS 25 or greater, Features Intersected: LINDSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 91.0 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: 66.7 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: Superior to present desirable 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: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $554,000, Total Project Cost: $1,499,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100043, Location: JCT SH 3 & JEFF CO LINE (Lat: 43.677897, Lng: -76.172622), Route carried "on" structure: State highway 3, Year Built: 2002, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,396 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,404 (year 2040), Design Load: HS 25 or greater, Features Intersected: SKINNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.185, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,067,000, Roadway Improvement Cost: $625,000, Total Project Cost: $1,692,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100043, Location: JCT SH 3 & JEFF CO LINE (Lat: 43.677897, Lng: -76.172622), Route carried "on" structure: State highway 3, Year Built: 2002, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,396 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,404 (year 2040), Design Load: HS 25 or greater, Features Intersected: SKINNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.185, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,067,000, Roadway Improvement Cost: $625,000, Total Project Cost: $1,692,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100044, Location: 4.1 MI S JCT RT 3 & 193 (Lat: 43.709533, Lng: -76.182317), Route carried "on" structure: State highway 3, Year Built: 2001, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,012 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1,018 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTH SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.588, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 39.5m (129.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 89.8 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: Equal 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: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $548,000, Total Project Cost: $1,483,000 ( 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: 100044, Location: 4.1 MI S JCT RT 3 & 193 (Lat: 43.709533, Lng: -76.182317), Route carried "on" structure: State highway 3, Year Built: 2001, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,012 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1,018 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTH SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.588, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 39.5m (129.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 89.8 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: Equal 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: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $548,000, Total Project Cost: $1,483,000 ( 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: 100045, Location: 2.0 MI S JCT RTE 3 & 193 (Lat: 43.743867, Lng: -76.185064), Route carried "on" structure: State highway 3, Year Built: 2001, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 965 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 970 (year 2040), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.916, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.59m (28.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,049,000, Roadway Improvement Cost: $1,200,000, Total Project Cost: $3,249,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100045, Location: 2.0 MI S JCT RTE 3 & 193 (Lat: 43.743867, Lng: -76.185064), Route carried "on" structure: State highway 3, Year Built: 2001, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 965 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 970 (year 2040), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.916, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.59m (28.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,049,000, Roadway Improvement Cost: $1,200,000, Total Project Cost: $3,249,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 103975, Location: 1.7 MI E JCT SH3 & SH193 (Lat: 43.754950, Lng: -76.165797), Route carried "on" structure: State highway 193, Year Built: 1949, Year Reconstructed: 1992, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 565 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 589 (year 2040), Design Load: H 20, Features Intersected: N BRN SANDY CREEK
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 2.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 73.1m (239.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.46m (24.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Bridge Improvement Cost: $4,463,000, Roadway Improvement Cost: $2,614,000, Total Project Cost: $7,077,000 ( 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: 103975, Location: 1.7 MI E JCT SH3 & SH193 (Lat: 43.754950, Lng: -76.165797), Route carried "on" structure: State highway 193, Year Built: 1949, Year Reconstructed: 1992, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 565 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 589 (year 2040), Design Load: H 20, Features Intersected: N BRN SANDY CREEK
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 2.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 73.1m (239.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.46m (24.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Bridge Improvement Cost: $4,463,000, Roadway Improvement Cost: $2,614,000, Total Project Cost: $7,077,000 ( 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: 103976, Location: .2 MI. E JCT193&289 (Lat: 43.732439, Lng: -76.134081), Route carried "on" structure: State highway 193, Year Built: 1937, Year Reconstructed: 1989, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 531 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 553 (year 2040), Design Load: HS 20, Features Intersected: SOUTH SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $2,362,000, Roadway Improvement Cost: $1,383,000, Total Project Cost: $3,746,000 ( 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: 103976, Location: .2 MI. E JCT193&289 (Lat: 43.732439, Lng: -76.134081), Route carried "on" structure: State highway 193, Year Built: 1937, Year Reconstructed: 1989, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 531 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 553 (year 2040), Design Load: HS 20, Features Intersected: SOUTH SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $2,362,000, Roadway Improvement Cost: $1,383,000, Total Project Cost: $3,746,000 ( 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: 108006, Location: 1.3 MI W JCT RTS 193 & 81 (Lat: 43.743453, Lng: -76.097828), Route carried "on" structure: State highway 193, Year Built: 2018, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 531 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 553 (year 2040), Design Load: HL 93, Features Intersected: Bear Creek
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 10.314, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Superstructure: Excellent, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: September 2020, Bridge Improvement Cost: $541,000, Roadway Improvement Cost: $317,000, Total Project Cost: $857,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 108006, Location: 1.3 MI W JCT RTS 193 & 81 (Lat: 43.743453, Lng: -76.097828), Route carried "on" structure: State highway 193, Year Built: 2018, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 531 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 553 (year 2040), Design Load: HL 93, Features Intersected: Bear Creek
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 10.314, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Superstructure: Excellent, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: September 2020, Bridge Improvement Cost: $541,000, Roadway Improvement Cost: $317,000, Total Project Cost: $857,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320928, Location: 4.5 MI NW OF SANDY CREEK (Lat: 43.672783, Lng: -76.166878), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2021, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 36 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 50 (year 2037), Features Intersected: LINDSEY CREEK, Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $152,000, Total Project Cost: $413,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 320928, Location: 4.5 MI NW OF SANDY CREEK (Lat: 43.672783, Lng: -76.166878), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2021, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 36 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 50 (year 2037), Features Intersected: LINDSEY CREEK, Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $152,000, Total Project Cost: $413,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333832, Location: 3.6 SW OF ELLISBURG (Lat: 43.678619, Lng: -76.158653), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1999, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 37 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 52 (year 2037), Features Intersected: LINDSEY CREEK, Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $134,000, Total Project Cost: $364,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333832, Location: 3.6 SW OF ELLISBURG (Lat: 43.678619, Lng: -76.158653), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1999, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 37 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 52 (year 2037), Features Intersected: LINDSEY CREEK, Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $134,000, Total Project Cost: $364,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333833, Location: 4.5 MI NW OF ELLISBURG (Lat: 43.739425, Lng: -76.186256), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 23 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 32 (year 2037), Features Intersected: SANDY CREEK, Facility Carried by Structure: SOUTH SKINNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $276,000, Total Project Cost: $746,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 333833, Location: 4.5 MI NW OF ELLISBURG (Lat: 43.739425, Lng: -76.186256), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 23 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 32 (year 2037), Features Intersected: SANDY CREEK, Facility Carried by Structure: SOUTH SKINNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $276,000, Total Project Cost: $746,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 333836, Location: 3.0 MI SW OF ELLISBURG (Lat: 43.691681, Lng: -76.141192), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 72 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 101 (year 2039), Features Intersected: SKINNER CREEK, Facility Carried by Structure: HOBBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, 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: 77.1 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $220,000, Total Project Cost: $594,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333836, Location: 3.0 MI SW OF ELLISBURG (Lat: 43.691681, Lng: -76.141192), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 72 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 101 (year 2039), Features Intersected: SKINNER CREEK, Facility Carried by Structure: HOBBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, 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: 77.1 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $220,000, Total Project Cost: $594,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333838, Location: 2.7 MI SE OF ELLISBURG (Lat: 43.695267, Lng: -76.123925), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 185 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 259 (year 2039), Features Intersected: SKINNER CREEK, Facility Carried by Structure: MCDONALD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $150,000, Total Project Cost: $405,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333838, Location: 2.7 MI SE OF ELLISBURG (Lat: 43.695267, Lng: -76.123925), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 185 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 259 (year 2039), Features Intersected: SKINNER CREEK, Facility Carried by Structure: MCDONALD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $150,000, Total Project Cost: $405,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333839, Location: 0.1 MI S OF ELLISBURG (Lat: 43.730767, Lng: -76.132892), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 633 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 886 (year 2037), Features Intersected: BEAR CREEK, Facility Carried by Structure: COUNTY ROAD 121
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.693, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $99,000, Total Project Cost: $269,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333839, Location: 0.1 MI S OF ELLISBURG (Lat: 43.730767, Lng: -76.132892), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 633 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 886 (year 2037), Features Intersected: BEAR CREEK, Facility Carried by Structure: COUNTY ROAD 121
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.693, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $99,000, Total Project Cost: $269,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33384, Location: Town of Ellisburg (Lat: 43.733136, Lng: -76.130253), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 105 (year 2039), Features Intersected: Bear Creek, Facility Carried by Structure: Torrey Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 76.9 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $55,000, Total Project Cost: $149,000 ( Estimate for 2021)
Structure Number: 33384, Location: Town of Ellisburg (Lat: 43.733136, Lng: -76.130253), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 105 (year 2039), Features Intersected: Bear Creek, Facility Carried by Structure: Torrey Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 76.9 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $55,000, Total Project Cost: $149,000 ( Estimate for 2021)
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Structure Number: 333841, Location: 1.2 MI NE OF ELLISBURG (Lat: 43.744692, Lng: -76.126844), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 155 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 217 (year 2039), Features Intersected: SOUTH SANDY CREEK, Facility Carried by Structure: MONITOR MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $150,000, Total Project Cost: $406,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 333841, Location: 1.2 MI NE OF ELLISBURG (Lat: 43.744692, Lng: -76.126844), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 155 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 217 (year 2039), Features Intersected: SOUTH SANDY CREEK, Facility Carried by Structure: MONITOR MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $150,000, Total Project Cost: $406,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 333947, Location: 3.5 MI.SW OF ELLISBURG (Lat: 43.684594, Lng: -76.158269), Route carried "on" structure: Other road , Year Built: 1941, Year Reconstructed: 1989, Status: Closed, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 37 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 52 (year 2037), Features Intersected: SKINNER CREEK, Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $107,000, Total Project Cost: $291,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333947, Location: 3.5 MI.SW OF ELLISBURG (Lat: 43.684594, Lng: -76.158269), Route carried "on" structure: Other road , Year Built: 1941, Year Reconstructed: 1989, Status: Closed, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 37 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 52 (year 2037), Features Intersected: SKINNER CREEK, Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $107,000, Total Project Cost: $291,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333949, Location: 3.5 MI SW OF ELLISBURG TW (Lat: 43.690947, Lng: -76.155525), Route carried "on" structure: Other road , Year Built: 1941, Year Reconstructed: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 19 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 27 (year 2037), Features Intersected: BIG DEERLICK CREEK, Facility Carried by Structure: DINGMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $84,000, Total Project Cost: $228,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333949, Location: 3.5 MI SW OF ELLISBURG TW (Lat: 43.690947, Lng: -76.155525), Route carried "on" structure: Other road , Year Built: 1941, Year Reconstructed: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 19 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 27 (year 2037), Features Intersected: BIG DEERLICK CREEK, Facility Carried by Structure: DINGMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $84,000, Total Project Cost: $228,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 336338, Location: 0.1 MI N OF ELLISBURG (Lat: 43.737153, Lng: -76.131692), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 105 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 147 (year 2036), Design Load: HS 25 or greater, Features Intersected: SO SANDY CREEK, Facility Carried by Structure: JOSLYN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 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: 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 minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $361,000, Total Project Cost: $976,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 336338, Location: 0.1 MI N OF ELLISBURG (Lat: 43.737153, Lng: -76.131692), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 105 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 147 (year 2036), Design Load: HS 25 or greater, Features Intersected: SO SANDY CREEK, Facility Carried by Structure: JOSLYN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 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: 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 minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $361,000, Total Project Cost: $976,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other