Bridge Statistics for Gloversville, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 33ft / 9.6mTotal length
- $4,848,000Total costs
- 19,749Total average daily traffic
- 928Total average daily truck traffic
- 22,937Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gloversville
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 11920-1929
- 11980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 16.7%Excellent
- 16.7%Very good
- 16.7%Good
- 16.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 14.3%Excellent
- 42.9%Very good
- 14.3%Good
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 14.3%Excellent
- 14.3%Very good
- 42.9%Good
- 28.6%Fair
- Bridge Condition - Channel
- 20.0%Good
- 10.0%Satisfactory
- 50.0%Fair
- 20.0%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Fair
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Structure Number: 220411, Location: AT CITY OF GLOVERSVILLE (Lat: 43.029281, Lng: -74.353050), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 1968, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,393 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,336 (year 2040), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: HARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $128,000, Total Project Cost: $346,000 ( Estimate for 2021)
Structure Number: 220411, Location: AT CITY OF GLOVERSVILLE (Lat: 43.029281, Lng: -74.353050), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 1968, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,393 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,336 (year 2040), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: HARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $128,000, Total Project Cost: $346,000 ( Estimate for 2021)
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Structure Number: 220412, Location: GLOVERSVILLE (Lat: 43.037750, Lng: -74.351817), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,808 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,237 (year 2040), Design Load: HL 93, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: HILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 66.1 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: 50.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $553,000, Roadway Improvement Cost: $324,000, Total Project Cost: $877,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 220412, Location: GLOVERSVILLE (Lat: 43.037750, Lng: -74.351817), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,808 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,237 (year 2040), Design Load: HL 93, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: HILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 66.1 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: 50.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $553,000, Roadway Improvement Cost: $324,000, Total Project Cost: $877,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 220413, Location: AT CITY OF GLOVERSVILLE (Lat: 43.045683, Lng: -74.346633), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,820 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,251 (year 2040), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: EAST PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $404,000, Roadway Improvement Cost: $236,000, Total Project Cost: $640,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 220413, Location: AT CITY OF GLOVERSVILLE (Lat: 43.045683, Lng: -74.346633), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,820 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,251 (year 2040), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: EAST PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $404,000, Roadway Improvement Cost: $236,000, Total Project Cost: $640,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 220414, Location: AT GLOVERSVILLE (Lat: 43.046789, Lng: -74.345819), Route carried "on" structure: City street , Year Built: 1922, Year Reconstructed: 1986, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 487 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 682 (year 2036), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: BURR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal 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: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $145,000, Total Project Cost: $392,000 ( 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: 220414, Location: AT GLOVERSVILLE (Lat: 43.046789, Lng: -74.345819), Route carried "on" structure: City street , Year Built: 1922, Year Reconstructed: 1986, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 487 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 682 (year 2036), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: BURR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal 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: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $145,000, Total Project Cost: $392,000 ( 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: 220415, Location: CITY OF GLOVERSVILLE (Lat: 43.047644, Lng: -74.347694), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,556 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,582 (year 2040), Design Load: HS 25 or greater, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.043, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $205,000, Total Project Cost: $554,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220415, Location: CITY OF GLOVERSVILLE (Lat: 43.047644, Lng: -74.347694), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,556 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,582 (year 2040), Design Load: HS 25 or greater, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.043, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $205,000, Total Project Cost: $554,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220417, Location: .8 MILE W OF GLOVERSVILLE (Lat: 43.050033, Lng: -74.360503), Route carried "on" structure: State highway 29A, Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,572 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,339 (year 2040), Design Load: HS 20, Features Intersected: W BR CAYADUTTA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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 or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $139,000, Total Project Cost: $377,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220417, Location: .8 MILE W OF GLOVERSVILLE (Lat: 43.050033, Lng: -74.360503), Route carried "on" structure: State highway 29A, Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,572 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,339 (year 2040), Design Load: HS 20, Features Intersected: W BR CAYADUTTA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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 or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $139,000, Total Project Cost: $377,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220431, Location: CITY OF GLOVERSVILLE (Lat: 43.062197, Lng: -74.344008), Route carried "on" structure: City street , Year Built: 1914, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 248 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 347 (year 2039), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: WEST TENTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $64,000, Total Project Cost: $173,000 ( Estimate for 2021)
Structure Number: 220431, Location: CITY OF GLOVERSVILLE (Lat: 43.062197, Lng: -74.344008), Route carried "on" structure: City street , Year Built: 1914, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 248 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 347 (year 2039), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: WEST TENTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $64,000, Total Project Cost: $173,000 ( Estimate for 2021)
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Structure Number: 220434, Location: CITY OF GLOVERSVILLE (Lat: 43.064844, Lng: -74.347206), Route carried "on" structure: City street , Year Built: 1914, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 552 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 682 (year 2040), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: BLEECKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $166,000, Total Project Cost: $449,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220434, Location: CITY OF GLOVERSVILLE (Lat: 43.064844, Lng: -74.347206), Route carried "on" structure: City street , Year Built: 1914, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 552 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 682 (year 2040), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: BLEECKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $166,000, Total Project Cost: $449,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220436, Location: CITY OF GLOVERSVILLE (Lat: 43.056747, Lng: -74.348297), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 313 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 438 (year 2038), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: N ARLINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 38.9 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $204,000, Total Project Cost: $552,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220436, Location: CITY OF GLOVERSVILLE (Lat: 43.056747, Lng: -74.348297), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 313 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 438 (year 2038), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: N ARLINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 38.9 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $204,000, Total Project Cost: $552,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330682, Location: 2 MI NE OF GLOVERSVILLE (Lat: 43.089422, Lng: -74.308183), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,043 (year 2040), Design Load: HS 20, Features Intersected: WATERWORKS CREEK, Facility Carried by Structure: COUNTY ROAD 102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.121, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $180,000, Total Project Cost: $488,000 ( Estimate for 2021)
Structure Number: 330682, Location: 2 MI NE OF GLOVERSVILLE (Lat: 43.089422, Lng: -74.308183), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,043 (year 2040), Design Load: HS 20, Features Intersected: WATERWORKS CREEK, Facility Carried by Structure: COUNTY ROAD 102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.121, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $180,000, Total Project Cost: $488,000 ( Estimate for 2021)