Bridge Statistics for Deposit, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 197ft / 60.3mTotal length
- $28,477,000Total costs
- 26,921Total average daily traffic
- 3,613Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Deposit
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21950-1959
- 71960-1969
- 11970-1979
- 31980-1989
- 31990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 62000-2009
- Bridge Condition - Deck
- 8.3%Very good
- 75.0%Good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 10.0%Good
- 30.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Serious
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Structure Number: 100442, Location: 1.4 MI N JCT RTS 8 + 10 (Lat: 42.098217, Lng: -75.389150), Route carried "on" structure: State highway 8, Year Built: 1932, Year Reconstructed: 2014, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,346 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,358 (year 2040), Features Intersected: E BRCOLDSPRING CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 60.8 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: 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: November 2020, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $375,000, Total Project Cost: $1,014,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100442, Location: 1.4 MI N JCT RTS 8 + 10 (Lat: 42.098217, Lng: -75.389150), Route carried "on" structure: State highway 8, Year Built: 1932, Year Reconstructed: 2014, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,346 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,358 (year 2040), Features Intersected: E BRCOLDSPRING CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 60.8 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: 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: November 2020, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $375,000, Total Project Cost: $1,014,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1007631, Location: JCT RTS 17 + 10 (Lat: 42.051722, Lng: -75.414875), Route carried "on" structure: State highway 17, Year Built: 1961, Year Reconstructed: 2011, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,270 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 5,102 (year 2040), Design Load: HS 20, Features Intersected: RTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,285,000, Roadway Improvement Cost: $753,000, Total Project Cost: $2,038,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1007631, Location: JCT RTS 17 + 10 (Lat: 42.051722, Lng: -75.414875), Route carried "on" structure: State highway 17, Year Built: 1961, Year Reconstructed: 2011, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,270 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 5,102 (year 2040), Design Load: HS 20, Features Intersected: RTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,285,000, Roadway Improvement Cost: $753,000, Total Project Cost: $2,038,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1007632, Location: JCT RTS 17 + 10 (Lat: 42.051581, Lng: -75.415089), Route carried "on" structure: State highway 17, Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,270 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 5,102 (year 2040), Design Load: HS 20, Features Intersected: RTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,090,000, Roadway Improvement Cost: $639,000, Total Project Cost: $1,729,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1007632, Location: JCT RTS 17 + 10 (Lat: 42.051581, Lng: -75.415089), Route carried "on" structure: State highway 17, Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,270 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 5,102 (year 2040), Design Load: HS 20, Features Intersected: RTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 2, Lanes under 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,090,000, Roadway Improvement Cost: $639,000, Total Project Cost: $1,729,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100764, Location: .7 MI NW JCT SH 10 & SH17 (Lat: 42.061189, Lng: -75.417086), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 3,228 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 4,519 (year 2037), Design Load: HS 20, Features Intersected: W BR DELAWARE RVR, Facility Carried by Structure: OAK STREET
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.3m (115.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,768,000, Roadway Improvement Cost: $1,035,000, Total Project Cost: $2,803,000 ( 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: 100764, Location: .7 MI NW JCT SH 10 & SH17 (Lat: 42.061189, Lng: -75.417086), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 3,228 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 4,519 (year 2037), Design Load: HS 20, Features Intersected: W BR DELAWARE RVR, Facility Carried by Structure: OAK STREET
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.3m (115.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,768,000, Roadway Improvement Cost: $1,035,000, Total Project Cost: $2,803,000 ( 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: 100766, Location: .7 MI S JCT SH 8 & SH 10 (Lat: 42.079681, Lng: -75.399075), Route carried "on" structure: State highway 8, Year Built: 1990, Status: Open, Structure Length: 16.31m (53.51ft), Average Daily Traffic: 1,681 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,696 (year 2040), Design Load: HS 20, Features Intersected: W BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.4 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: 33.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.30m (53.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,500,000, Roadway Improvement Cost: $2,635,000, Total Project Cost: $7,134,000 ( 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: 100766, Location: .7 MI S JCT SH 8 & SH 10 (Lat: 42.079681, Lng: -75.399075), Route carried "on" structure: State highway 8, Year Built: 1990, Status: Open, Structure Length: 16.31m (53.51ft), Average Daily Traffic: 1,681 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,696 (year 2040), Design Load: HS 20, Features Intersected: W BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.4 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: 33.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.30m (53.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,500,000, Roadway Improvement Cost: $2,635,000, Total Project Cost: $7,134,000 ( 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: 1013341, Location: .3 MI NW JCT SH 17 & SH 1 (Lat: 42.055064, Lng: -75.418806), Route carried "on" structure: State highway 17, Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 3,221 (year 2009), Truck Traffic: 19%, Average Future Daily Traffic: 5,025 (year 2040), Design Load: HS 20+Mod, Features Intersected: CENTRAL NY RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,680,000, Roadway Improvement Cost: $1,569,000, Total Project Cost: $4,249,000 ( 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: 1013341, Location: .3 MI NW JCT SH 17 & SH 1 (Lat: 42.055064, Lng: -75.418806), Route carried "on" structure: State highway 17, Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 3,221 (year 2009), Truck Traffic: 19%, Average Future Daily Traffic: 5,025 (year 2040), Design Load: HS 20+Mod, Features Intersected: CENTRAL NY RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,680,000, Roadway Improvement Cost: $1,569,000, Total Project Cost: $4,249,000 ( 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: 1013342, Location: .3 MI NW JCT SH 17 & SH 1 (Lat: 42.054758, Lng: -75.418683), Route carried "on" structure: State highway 17, Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 3,221 (year 2009), Truck Traffic: 19%, Average Future Daily Traffic: 5,025 (year 2040), Design Load: HS 20+Mod, Features Intersected: CENTRAL NY RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 85.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.73m (22.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,829,000, Roadway Improvement Cost: $1,071,000, Total Project Cost: $2,900,000 ( 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: 1013342, Location: .3 MI NW JCT SH 17 & SH 1 (Lat: 42.054758, Lng: -75.418683), Route carried "on" structure: State highway 17, Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 3,221 (year 2009), Truck Traffic: 19%, Average Future Daily Traffic: 5,025 (year 2040), Design Load: HS 20+Mod, Features Intersected: CENTRAL NY RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 85.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.73m (22.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,829,000, Roadway Improvement Cost: $1,071,000, Total Project Cost: $2,900,000 ( 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: 106333, Location: 0.1 MI NW JCT RTS 10 + 8 (Lat: 42.080497, Lng: -75.401822), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 490 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 686 (year 2038), Design Load: HS 15, Features Intersected: COLD SPRING CREEK, Facility Carried by Structure: OLD ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.3m (33.8ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $543,000, Roadway Improvement Cost: $318,000, Total Project Cost: $860,000 ( Estimate for 2021)
Structure Number: 106333, Location: 0.1 MI NW JCT RTS 10 + 8 (Lat: 42.080497, Lng: -75.401822), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 490 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 686 (year 2038), Design Load: HS 15, Features Intersected: COLD SPRING CREEK, Facility Carried by Structure: OLD ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.3m (33.8ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $543,000, Roadway Improvement Cost: $318,000, Total Project Cost: $860,000 ( Estimate for 2021)
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Structure Number: 10727, Location: 1 MI NE JCT SH 17 & SH 10 (Lat: 42.065694, Lng: -75.415061), Route carried "on" structure: State highway , Year Built: 1984, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,114 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,560 (year 2038), Design Load: HS 20, Features Intersected: BUTLER BROOK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $341,000, Total Project Cost: $923,000 ( Estimate for 2021)
Structure Number: 10727, Location: 1 MI NE JCT SH 17 & SH 10 (Lat: 42.065694, Lng: -75.415061), Route carried "on" structure: State highway , Year Built: 1984, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,114 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,560 (year 2038), Design Load: HS 20, Features Intersected: BUTLER BROOK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $341,000, Total Project Cost: $923,000 ( Estimate for 2021)
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Structure Number: 222671, Location: 3 MI NE STILESVILLE (Lat: 42.108206, Lng: -75.363456), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2039), Design Load: HS 20, Features Intersected: E BR COLD SPRING BOOK, Facility Carried by Structure: MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $111,000, Total Project Cost: $302,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 222671, Location: 3 MI NE STILESVILLE (Lat: 42.108206, Lng: -75.363456), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2039), Design Load: HS 20, Features Intersected: E BR COLD SPRING BOOK, Facility Carried by Structure: MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $111,000, Total Project Cost: $302,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 226767, Location: VILLAGE OF DEPOSIT (Lat: 42.058208, Lng: -75.420658), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 2013, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 513 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 718 (year 2036), Design Load: H 20, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: LAURELBANK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $799,000, Roadway Improvement Cost: $468,000, Total Project Cost: $1,267,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226767, Location: VILLAGE OF DEPOSIT (Lat: 42.058208, Lng: -75.420658), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 2013, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 513 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 718 (year 2036), Design Load: H 20, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: LAURELBANK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $799,000, Roadway Improvement Cost: $468,000, Total Project Cost: $1,267,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334961, Location: VILLAGE OF DEPOSIT (Lat: 42.059578, Lng: -75.426797), Route carried "on" structure: Other road , Year Built: 1956, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 709 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 993 (year 2036), Design Load: HS 20, Features Intersected: OQUAGA CREEK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,082,000, Roadway Improvement Cost: $634,000, Total Project Cost: $1,716,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334961, Location: VILLAGE OF DEPOSIT (Lat: 42.059578, Lng: -75.426797), Route carried "on" structure: Other road , Year Built: 1956, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 709 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 993 (year 2036), Design Load: HS 20, Features Intersected: OQUAGA CREEK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,082,000, Roadway Improvement Cost: $634,000, Total Project Cost: $1,716,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33523, Location: 1.3 MI N OF STILESVILLE (Lat: 42.097814, Lng: -75.393275), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 315 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 441 (year 2038), Design Load: HS 25 or greater, Features Intersected: E B COLD SPRNG CK, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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 desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $237,000, Total Project Cost: $642,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33523, Location: 1.3 MI N OF STILESVILLE (Lat: 42.097814, Lng: -75.393275), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 315 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 441 (year 2038), Design Load: HS 25 or greater, Features Intersected: E B COLD SPRNG CK, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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 desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $237,000, Total Project Cost: $642,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335231, Location: 3 MILES N OF STILESVILLE (Lat: 42.121972, Lng: -75.397808), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 315 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 441 (year 2038), Design Load: HS 20, Features Intersected: COLD SPRING CREEK, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $475,000, Roadway Improvement Cost: $278,000, Total Project Cost: $754,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 335231, Location: 3 MILES N OF STILESVILLE (Lat: 42.121972, Lng: -75.397808), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 315 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 441 (year 2038), Design Load: HS 20, Features Intersected: COLD SPRING CREEK, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $475,000, Roadway Improvement Cost: $278,000, Total Project Cost: $754,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 336734, Location: 2.8 MI N OF STILESVILLE (Lat: 42.117958, Lng: -75.396319), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 315 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 441 (year 2038), Design Load: H 20, Features Intersected: COLD SPRING CREEK, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $54,000, Total Project Cost: $146,000 ( Estimate for 2021)
Structure Number: 336734, Location: 2.8 MI N OF STILESVILLE (Lat: 42.117958, Lng: -75.396319), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 315 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 441 (year 2038), Design Load: H 20, Features Intersected: COLD SPRING CREEK, Facility Carried by Structure: COUNTY ROAD 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $54,000, Total Project Cost: $146,000 ( Estimate for 2021)
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Structure Number: 1007631, Location: JCT RTS 17 + 10 (Lat: 42.051722, Lng: -75.414875), Route carried "under" structure: State highway 10, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 1,600 (year 1971), Features Intersected: RTE 10, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.7m (54.8ft)
Structure Number: 1007631, Location: JCT RTS 17 + 10 (Lat: 42.051722, Lng: -75.414875), Route carried "under" structure: State highway 10, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 1,600 (year 1971), Features Intersected: RTE 10, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.7m (54.8ft)
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Structure Number: 1007632, Location: JCT RTS 17 + 10 (Lat: 42.051581, Lng: -75.415089), Route carried "under" structure: State highway 10, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,600 (year 1971), Features Intersected: RTE 10, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 1007632, Location: JCT RTS 17 + 10 (Lat: 42.051581, Lng: -75.415089), Route carried "under" structure: State highway 10, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,600 (year 1971), Features Intersected: RTE 10, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 77022, Location: VILLAGE OF DEPOSIT (Lat: 42.060044, Lng: -75.427075), Route carried "under" structure: County highway , Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 709 (year 2016), Truck Traffic: 8%, Features Intersected: COUNTY ROAD 237, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 2.76m (9.06ft), Kilometerpoint: 0.467, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.8m (38.7ft)
Structure Number: 77022, Location: VILLAGE OF DEPOSIT (Lat: 42.060044, Lng: -75.427075), Route carried "under" structure: County highway , Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 709 (year 2016), Truck Traffic: 8%, Features Intersected: COUNTY ROAD 237, Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 2.76m (9.06ft), Kilometerpoint: 0.467, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.8m (38.7ft)