Bridge Statistics for Walton, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 138ft / 41.7mTotal length
- $21,644,000Total costs
- 24,568Total average daily traffic
- 2,044Total average daily truck traffic
- 26,298Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Walton
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 31950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 81990-1999
- 32000-2009
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 10.5%Excellent
- 31.6%Very good
- 21.1%Good
- 26.3%Satisfactory
- 10.5%Fair
- Bridge Condition - Superstructure
- 15.8%Excellent
- 26.3%Very good
- 31.6%Good
- 5.3%Satisfactory
- 15.8%Fair
- 5.3%Poor
- Bridge Condition - Substructure
- 15.8%Excellent
- 10.5%Very good
- 21.1%Good
- 31.6%Satisfactory
- 15.8%Fair
- 5.3%Poor
- Bridge Condition - Channel
- 4.3%Excellent
- 21.7%Good
- 47.8%Satisfactory
- 26.1%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 10077, Location: 4.7 MI S JCT SH10 & SH206 (Lat: 42.129022, Lng: -75.160467), Route carried "on" structure: State highway 10, Year Built: 1988, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 2,144 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 2,236 (year 2040), Design Load: HS 20, Features Intersected: W BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.285, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.8m (143.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.96m (29.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,390,000, Roadway Improvement Cost: $1,399,000, Total Project Cost: $3,789,000 ( 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: 10077, Location: 4.7 MI S JCT SH10 & SH206 (Lat: 42.129022, Lng: -75.160467), Route carried "on" structure: State highway 10, Year Built: 1988, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 2,144 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 2,236 (year 2040), Design Load: HS 20, Features Intersected: W BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.285, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.8m (143.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.96m (29.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,390,000, Roadway Improvement Cost: $1,399,000, Total Project Cost: $3,789,000 ( 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: 100771, Location: 2 MI S JCT SH 10 & SH 206 (Lat: 42.154356, Lng: -75.165278), Route carried "on" structure: State highway 10, Year Built: 2021, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,144 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 2,236 (year 2040), Features Intersected: PINES BROOK
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 39.630, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 76.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 100771, Location: 2 MI S JCT SH 10 & SH 206 (Lat: 42.154356, Lng: -75.165278), Route carried "on" structure: State highway 10, Year Built: 2021, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,144 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 2,236 (year 2040), Features Intersected: PINES BROOK
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 39.630, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 76.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 100772, Location: JCT RTS 10+206 AT WALTON (Lat: 42.169381, Lng: -75.134328), Route carried "on" structure: State highway 10, Year Built: 1940, Year Reconstructed: 1989, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 6,482 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,522 (year 2040), Design Load: H 20, Features Intersected: WEST BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 74.8 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: 57.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $637,000, Roadway Improvement Cost: $373,000, Total Project Cost: $1,010,000 ( 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: 100772, Location: JCT RTS 10+206 AT WALTON (Lat: 42.169381, Lng: -75.134328), Route carried "on" structure: State highway 10, Year Built: 1940, Year Reconstructed: 1989, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 6,482 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,522 (year 2040), Design Load: H 20, Features Intersected: WEST BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 74.8 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: 57.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $637,000, Roadway Improvement Cost: $373,000, Total Project Cost: $1,010,000 ( 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: 100773, Location: 0.1 MI SE JCT RTS 10 +206 (Lat: 42.167561, Lng: -75.128086), Route carried "on" structure: State highway 10, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,761 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,778 (year 2040), Design Load: H 20, Features Intersected: EAST BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.733, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 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: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $434,000, Total Project Cost: $1,175,000 ( 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: 100773, Location: 0.1 MI SE JCT RTS 10 +206 (Lat: 42.167561, Lng: -75.128086), Route carried "on" structure: State highway 10, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,761 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,778 (year 2040), Design Load: H 20, Features Intersected: EAST BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.733, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 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: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $434,000, Total Project Cost: $1,175,000 ( 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: 100774, Location: 1.1 MI SE JCT RTS 10 +206 (Lat: 42.158511, Lng: -75.113497), Route carried "on" structure: State highway 10, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,761 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,880 (year 2040), Features Intersected: MARVIN HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.358, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 56.4 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: 43.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $285,000, Total Project Cost: $773,000 ( Estimate for 2021)
Structure Number: 100774, Location: 1.1 MI SE JCT RTS 10 +206 (Lat: 42.158511, Lng: -75.113497), Route carried "on" structure: State highway 10, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,761 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,880 (year 2040), Features Intersected: MARVIN HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.358, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 56.4 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: 43.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $285,000, Total Project Cost: $773,000 ( Estimate for 2021)
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Structure Number: 104043, Location: JCT RTE206+WBR DELAWARE R (Lat: 42.166781, Lng: -75.129953), Route carried "on" structure: State highway 206, Year Built: 1957, Year Reconstructed: 2006, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 1,565 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,574 (year 2040), Design Load: H 20, Features Intersected: W BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.525, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.97m (22.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,089,000, Roadway Improvement Cost: $1,223,000, Total Project Cost: $3,313,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 104043, Location: JCT RTE206+WBR DELAWARE R (Lat: 42.166781, Lng: -75.129953), Route carried "on" structure: State highway 206, Year Built: 1957, Year Reconstructed: 2006, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 1,565 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,574 (year 2040), Design Load: H 20, Features Intersected: W BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.525, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.97m (22.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,089,000, Roadway Improvement Cost: $1,223,000, Total Project Cost: $3,313,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 222721, Location: 0.5 MI E OF NYS RT 10 (Lat: 42.123622, Lng: -75.156569), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 204 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 286 (year 2037), Design Load: HS 25 or greater, Features Intersected: BEERS BROOK, Facility Carried by Structure: BEERS BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $535,000, Roadway Improvement Cost: $313,000, Total Project Cost: $848,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 222721, Location: 0.5 MI E OF NYS RT 10 (Lat: 42.123622, Lng: -75.156569), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 204 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 286 (year 2037), Design Load: HS 25 or greater, Features Intersected: BEERS BROOK, Facility Carried by Structure: BEERS BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $535,000, Roadway Improvement Cost: $313,000, Total Project Cost: $848,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 222723, Location: 2.1 MI NE JCT SH 10 & 206 (Lat: 42.186853, Lng: -75.099108), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 42 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 59 (year 2037), Features Intersected: EAST BROOK, Facility Carried by Structure: NICHOLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 80.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $116,000, Total Project Cost: $314,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222723, Location: 2.1 MI NE JCT SH 10 & 206 (Lat: 42.186853, Lng: -75.099108), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 42 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 59 (year 2037), Features Intersected: EAST BROOK, Facility Carried by Structure: NICHOLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 80.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $116,000, Total Project Cost: $314,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222725, Location: 1.6 MI NE JCT RTS 10 &206 (Lat: 42.179706, Lng: -75.111014), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 23 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 32 (year 2037), Design Load: HS 20, Features Intersected: EAST BROOK, Facility Carried by Structure: E BROOK DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $161,000, Total Project Cost: $436,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 222725, Location: 1.6 MI NE JCT RTS 10 &206 (Lat: 42.179706, Lng: -75.111014), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 23 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 32 (year 2037), Design Load: HS 20, Features Intersected: EAST BROOK, Facility Carried by Structure: E BROOK DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $161,000, Total Project Cost: $436,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 222726, Location: 1.7 MI N JCT SH10 & SH206 (Lat: 42.192150, Lng: -75.125653), Route carried "on" structure: Other road , Year Built: 1975, Year Reconstructed: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2040), Features Intersected: WEST BROOK, Facility Carried by Structure: BOB GOULD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $113,000, Total Project Cost: $305,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 222726, Location: 1.7 MI N JCT SH10 & SH206 (Lat: 42.192150, Lng: -75.125653), Route carried "on" structure: Other road , Year Built: 1975, Year Reconstructed: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2040), Features Intersected: WEST BROOK, Facility Carried by Structure: BOB GOULD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $113,000, Total Project Cost: $305,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 222734, Location: 0.2 MI NW JCT RTS 10<206 (Lat: 42.172994, Lng: -75.139106), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 570 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 798 (year 2036), Design Load: HS 25 or greater, Features Intersected: THIRD BROOK, Facility Carried by Structure: OGDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, 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: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $133,000, Total Project Cost: $361,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222734, Location: 0.2 MI NW JCT RTS 10<206 (Lat: 42.172994, Lng: -75.139106), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 570 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 798 (year 2036), Design Load: HS 25 or greater, Features Intersected: THIRD BROOK, Facility Carried by Structure: OGDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, 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: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $133,000, Total Project Cost: $361,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 322727, Location: 1 MILE EAST OF WALTON (Lat: 42.160050, Lng: -75.166706), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 467 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 654 (year 2038), Design Load: HS 20, Features Intersected: PINES BROOK, Facility Carried by Structure: PINES BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $729,000, Roadway Improvement Cost: $427,000, Total Project Cost: $1,155,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 322727, Location: 1 MILE EAST OF WALTON (Lat: 42.160050, Lng: -75.166706), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 467 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 654 (year 2038), Design Load: HS 20, Features Intersected: PINES BROOK, Facility Carried by Structure: PINES BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $729,000, Roadway Improvement Cost: $427,000, Total Project Cost: $1,155,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335343, Location: 4.5 MI N OF WALTON (Lat: 42.231231, Lng: -75.124533), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,461 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,524 (year 2040), Design Load: HS 20, Features Intersected: FREER HOLLOW BRK, Facility Carried by Structure: WALTON-FRANKLN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.760, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, 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: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: March 2021, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $413,000, Total Project Cost: $1,119,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335343, Location: 4.5 MI N OF WALTON (Lat: 42.231231, Lng: -75.124533), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,461 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,524 (year 2040), Design Load: HS 20, Features Intersected: FREER HOLLOW BRK, Facility Carried by Structure: WALTON-FRANKLN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.760, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, 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: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: March 2021, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $413,000, Total Project Cost: $1,119,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335344, Location: 3.5 MILES NE OF WALTON (Lat: 42.205619, Lng: -75.085778), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 388 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 543 (year 2036), Design Load: HS 20, Features Intersected: EAST BROOK, Facility Carried by Structure: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.586, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 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-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $256,000, Total Project Cost: $693,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335344, Location: 3.5 MILES NE OF WALTON (Lat: 42.205619, Lng: -75.085778), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 388 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 543 (year 2036), Design Load: HS 20, Features Intersected: EAST BROOK, Facility Carried by Structure: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.586, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 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-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $256,000, Total Project Cost: $693,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335345, Location: 2.2 MI N OF WALTON (Lat: 42.198528, Lng: -75.121242), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 2000, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 406 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST BROOK, Facility Carried by Structure: CR 23 WALTON/SID
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.141, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $577,000, Roadway Improvement Cost: $338,000, Total Project Cost: $915,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335345, Location: 2.2 MI N OF WALTON (Lat: 42.198528, Lng: -75.121242), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 2000, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 406 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST BROOK, Facility Carried by Structure: CR 23 WALTON/SID
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.141, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $577,000, Roadway Improvement Cost: $338,000, Total Project Cost: $915,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3353462, Location: VILLAGE OF WALTON (Lat: 42.169206, Lng: -75.126442), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 166 (year 2017), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: EAST BROOK, Facility Carried by Structure: BENTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County 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: 11.6m (38.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: September 2021, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $235,000, Total Project Cost: $637,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3353462, Location: VILLAGE OF WALTON (Lat: 42.169206, Lng: -75.126442), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 166 (year 2017), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: EAST BROOK, Facility Carried by Structure: BENTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County 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: 11.6m (38.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: September 2021, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $235,000, Total Project Cost: $637,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335347, Location: DOWNTOWN WALTON (Lat: 42.171500, Lng: -75.131261), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,419 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,987 (year 2038), Design Load: HS 25 or greater, Features Intersected: WEST BROOK, Facility Carried by Structure: MEAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, 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: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, 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: $507,000, Roadway Improvement Cost: $297,000, Total Project Cost: $804,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335347, Location: DOWNTOWN WALTON (Lat: 42.171500, Lng: -75.131261), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,419 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,987 (year 2038), Design Load: HS 25 or greater, Features Intersected: WEST BROOK, Facility Carried by Structure: MEAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, 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: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, 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: $507,000, Roadway Improvement Cost: $297,000, Total Project Cost: $804,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 3353482, Location: VILLAGE OF WALTON (Lat: 42.170286, Lng: -75.124661), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1994, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 308 (year 2020), Truck Traffic: 3%, Features Intersected: EAST BROOK, Facility Carried by Structure: GRISWOLD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $283,000, Total Project Cost: $767,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 3353482, Location: VILLAGE OF WALTON (Lat: 42.170286, Lng: -75.124661), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1994, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 308 (year 2020), Truck Traffic: 3%, Features Intersected: EAST BROOK, Facility Carried by Structure: GRISWOLD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $283,000, Total Project Cost: $767,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335349, Location: INTERSECTION OF EAST&FLYN (Lat: 42.175078, Lng: -75.129244), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 910 (year 2040), Design Load: HS 20, Features Intersected: WEST BROOK, Facility Carried by Structure: EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $692,000, Roadway Improvement Cost: $405,000, Total Project Cost: $1,098,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335349, Location: INTERSECTION OF EAST&FLYN (Lat: 42.175078, Lng: -75.129244), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 910 (year 2040), Design Load: HS 20, Features Intersected: WEST BROOK, Facility Carried by Structure: EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $692,000, Roadway Improvement Cost: $405,000, Total Project Cost: $1,098,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 336042, Location: 2 MI NW OF WALTON (Lat: 42.194792, Lng: -75.155075), Route carried "on" structure: Other road , Year Built: 2021, Status: Open, Structure Length: 1.04m (3.41ft), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: THIRD BROOK, Facility Carried by Structure: LOWR THIRD BRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $234,000, Total Project Cost: $635,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 336042, Location: 2 MI NW OF WALTON (Lat: 42.194792, Lng: -75.155075), Route carried "on" structure: Other road , Year Built: 2021, Status: Open, Structure Length: 1.04m (3.41ft), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: THIRD BROOK, Facility Carried by Structure: LOWR THIRD BRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $234,000, Total Project Cost: $635,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 336933, Location: 3 MI S OF WALTON (Lat: 42.122633, Lng: -75.153294), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 204 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 286 (year 2037), Design Load: HS 25 or greater, Features Intersected: BEERS BROOK, Facility Carried by Structure: BEERS BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $129,000, Total Project Cost: $348,000 ( Estimate for 2021)
Structure Number: 336933, Location: 3 MI S OF WALTON (Lat: 42.122633, Lng: -75.153294), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 204 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 286 (year 2037), Design Load: HS 25 or greater, Features Intersected: BEERS BROOK, Facility Carried by Structure: BEERS BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $129,000, Total Project Cost: $348,000 ( Estimate for 2021)
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Structure Number: 336934, Location: 3.0 M SOUTH OF WALTON (Lat: 42.125236, Lng: -75.139614), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 204 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 286 (year 2037), Design Load: HS 25 or greater, Features Intersected: BEERS BROOK, Facility Carried by Structure: BEERS BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $143,000, Total Project Cost: $388,000 ( Estimate for 2021)
Structure Number: 336934, Location: 3.0 M SOUTH OF WALTON (Lat: 42.125236, Lng: -75.139614), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 204 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 286 (year 2037), Design Load: HS 25 or greater, Features Intersected: BEERS BROOK, Facility Carried by Structure: BEERS BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $143,000, Total Project Cost: $388,000 ( Estimate for 2021)
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Structure Number: 336935, Location: 3.0 MI SOUTH OF WALTON (Lat: 42.124133, Lng: -75.141850), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 204 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 286 (year 2037), Design Load: HS 25 or greater, Features Intersected: BEERS BROOK, Facility Carried by Structure: BEERS BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 68.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $281,000, Total Project Cost: $761,000 ( Estimate for 2021)
Structure Number: 336935, Location: 3.0 MI SOUTH OF WALTON (Lat: 42.124133, Lng: -75.141850), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 204 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 286 (year 2037), Design Load: HS 25 or greater, Features Intersected: BEERS BROOK, Facility Carried by Structure: BEERS BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 68.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $281,000, Total Project Cost: $761,000 ( Estimate for 2021)