Bridge Statistics for Holland, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 89ft / 26.5mTotal length
- $22,933,000Total costs
- 41,108Total average daily traffic
- 5,479Total average daily truck traffic
- 42,674Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Holland
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21960-1969
- 11980-1989
- 61990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 18.2%Very good
- 45.5%Good
- 9.1%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 18.2%Very good
- 27.3%Good
- 18.2%Satisfactory
- 36.4%Fair
- Bridge Condition - Substructure
- 27.3%Very good
- 45.5%Good
- 27.3%Fair
- Bridge Condition - Channel
- 36.4%Very good
- 27.3%Good
- 27.3%Satisfactory
- 9.1%Serious
Find on map >> Show street view
Structure Number: 101183, Location: 9.3 MI SE JCT RTS 16 & 78 (Lat: 42.643633, Lng: -78.546458), Route carried "on" structure: State highway 16, Year Built: 1989, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 9,333 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,421 (year 2040), Design Load: HS 20, Features Intersected: E BR CAZENOVIA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 63.8 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: 49.2 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: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,093,000, Roadway Improvement Cost: $1,225,000, Total Project Cost: $3,318,000 ( 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: 101183, Location: 9.3 MI SE JCT RTS 16 & 78 (Lat: 42.643633, Lng: -78.546458), Route carried "on" structure: State highway 16, Year Built: 1989, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 9,333 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,421 (year 2040), Design Load: HS 20, Features Intersected: E BR CAZENOVIA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 63.8 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: 49.2 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: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,093,000, Roadway Improvement Cost: $1,225,000, Total Project Cost: $3,318,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 101184, Location: Route 16 & Br. Cazenovia (Lat: 42.673764, Lng: -78.560828), Route carried "on" structure: State highway 16, Year Built: 2005, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,333 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,421 (year 2040), Features Intersected: BR CAZENOVIA CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: July 2021, Bridge Improvement Cost: $1,643,000, Roadway Improvement Cost: $962,000, Total Project Cost: $2,605,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 101184, Location: Route 16 & Br. Cazenovia (Lat: 42.673764, Lng: -78.560828), Route carried "on" structure: State highway 16, Year Built: 2005, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,333 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,421 (year 2040), Features Intersected: BR CAZENOVIA CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: July 2021, Bridge Improvement Cost: $1,643,000, Roadway Improvement Cost: $962,000, Total Project Cost: $2,605,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 101185, Location: 7.0 MI SE JCT RTS 16 & 78 (Lat: 42.675475, Lng: -78.561544), Route carried "on" structure: State highway 16, Year Built: 1994, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 9,333 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,421 (year 2040), Design Load: HS 25 or greater, Features Intersected: E BR CAZENOVIA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.021, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 96.9 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: 58.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,061,000, Roadway Improvement Cost: $622,000, Total Project Cost: $1,683,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 101185, Location: 7.0 MI SE JCT RTS 16 & 78 (Lat: 42.675475, Lng: -78.561544), Route carried "on" structure: State highway 16, Year Built: 1994, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 9,333 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,421 (year 2040), Design Load: HS 25 or greater, Features Intersected: E BR CAZENOVIA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.021, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 96.9 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: 58.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,061,000, Roadway Improvement Cost: $622,000, Total Project Cost: $1,683,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 101186, Location: 5.7 MI SE JCT RT 20A+ 400 (Lat: 42.687992, Lng: -78.568372), Route carried "on" structure: State highway 16, Year Built: 1992, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 9,333 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,421 (year 2040), Design Load: HS 20, Features Intersected: E BR CAZENOVIA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $913,000, Roadway Improvement Cost: $535,000, Total Project Cost: $1,448,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 101186, Location: 5.7 MI SE JCT RT 20A+ 400 (Lat: 42.687992, Lng: -78.568372), Route carried "on" structure: State highway 16, Year Built: 1992, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 9,333 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,421 (year 2040), Design Load: HS 20, Features Intersected: E BR CAZENOVIA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $913,000, Roadway Improvement Cost: $535,000, Total Project Cost: $1,448,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 332791, Location: 1.1 MILES SE OF HOLLAND (Lat: 42.627767, Lng: -78.528478), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 840 (year 2038), Design Load: HS 25 or greater, Features Intersected: E B CAZENOVIA CRK, Facility Carried by Structure: SAVAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.051, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 81.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $218,000, Total Project Cost: $591,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332791, Location: 1.1 MILES SE OF HOLLAND (Lat: 42.627767, Lng: -78.528478), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 840 (year 2038), Design Load: HS 25 or greater, Features Intersected: E B CAZENOVIA CRK, Facility Carried by Structure: SAVAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.051, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 81.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $218,000, Total Project Cost: $591,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 332803, Location: .1 MILE SW OF HOLLAND (Lat: 42.639728, Lng: -78.543356), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,503 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,104 (year 2038), Design Load: HS 20, Features Intersected: E B CAZENOVIA CRK, Facility Carried by Structure: HOLLAND-GLENWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.691, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 92.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,304,000, Roadway Improvement Cost: $1,349,000, Total Project Cost: $3,654,000 ( 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: 332803, Location: .1 MILE SW OF HOLLAND (Lat: 42.639728, Lng: -78.543356), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,503 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,104 (year 2038), Design Load: HS 20, Features Intersected: E B CAZENOVIA CRK, Facility Carried by Structure: HOLLAND-GLENWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.691, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 92.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,304,000, Roadway Improvement Cost: $1,349,000, Total Project Cost: $3,654,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 332813, Location: .4 MILE S OF SOUTH WALES (Lat: 42.703228, Lng: -78.580339), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 234 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 328 (year 2037), Features Intersected: E B CAZENOVIA CRK, Facility Carried by Structure: DARLING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.657, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 68.0 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: Meets minimum limits, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,450,000, Roadway Improvement Cost: $849,000, Total Project Cost: $2,299,000 ( 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: 332813, Location: .4 MILE S OF SOUTH WALES (Lat: 42.703228, Lng: -78.580339), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 234 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 328 (year 2037), Features Intersected: E B CAZENOVIA CRK, Facility Carried by Structure: DARLING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.657, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 68.0 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: Meets minimum limits, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,450,000, Roadway Improvement Cost: $849,000, Total Project Cost: $2,299,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 332814, Location: 3.4 MI E OF SOUTH WALES (Lat: 42.692022, Lng: -78.514778), Route carried "on" structure: County highway , Year Built: 1932, Year Reconstructed: 1972, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 757 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 764 (year 2040), Features Intersected: HUNTER CREEK, Facility Carried by Structure: HUNTER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.050, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Meets minimum limits, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $976,000, Roadway Improvement Cost: $571,000, Total Project Cost: $1,547,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332814, Location: 3.4 MI E OF SOUTH WALES (Lat: 42.692022, Lng: -78.514778), Route carried "on" structure: County highway , Year Built: 1932, Year Reconstructed: 1972, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 757 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 764 (year 2040), Features Intersected: HUNTER CREEK, Facility Carried by Structure: HUNTER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.050, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Meets minimum limits, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $976,000, Roadway Improvement Cost: $571,000, Total Project Cost: $1,547,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 332818, Location: 3.2 MI W OF STRYKERSVILLE (Lat: 42.682128, Lng: -78.509489), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load-capacity, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 176 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 246 (year 2038), Features Intersected: HUNTERS CREEK, Facility Carried by Structure: SANDERS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, 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: 9.4m (30.8ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $759,000, Roadway Improvement Cost: $444,000, Total Project Cost: $1,203,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332818, Location: 3.2 MI W OF STRYKERSVILLE (Lat: 42.682128, Lng: -78.509489), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load-capacity, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 176 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 246 (year 2038), Features Intersected: HUNTERS CREEK, Facility Carried by Structure: SANDERS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, 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: 9.4m (30.8ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $759,000, Roadway Improvement Cost: $444,000, Total Project Cost: $1,203,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 332828, Location: 1.4 MILES SE OF HOLLAND (Lat: 42.628228, Lng: -78.520572), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 316 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 442 (year 2038), Design Load: HS 20, Features Intersected: NORFOLK SO/ B&P R, Facility Carried by Structure: SO.PROTECTION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,715,000, Roadway Improvement Cost: $1,004,000, Total Project Cost: $2,719,000 ( 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: 332828, Location: 1.4 MILES SE OF HOLLAND (Lat: 42.628228, Lng: -78.520572), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 316 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 442 (year 2038), Design Load: HS 20, Features Intersected: NORFOLK SO/ B&P R, Facility Carried by Structure: SO.PROTECTION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,715,000, Roadway Improvement Cost: $1,004,000, Total Project Cost: $2,719,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 332878, Location: 1.5 MI NW OF HOLLAND (Lat: 42.659997, Lng: -78.553231), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 68 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 95 (year 2038), Design Load: HS 20, Features Intersected: E BR CAZENOVIA CK, Facility Carried by Structure: NORTH CANADA ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 90.7 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $722,000, Roadway Improvement Cost: $423,000, Total Project Cost: $1,144,000 ( 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: 332878, Location: 1.5 MI NW OF HOLLAND (Lat: 42.659997, Lng: -78.553231), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 68 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 95 (year 2038), Design Load: HS 20, Features Intersected: E BR CAZENOVIA CK, Facility Carried by Structure: NORTH CANADA ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 90.7 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $722,000, Roadway Improvement Cost: $423,000, Total Project Cost: $1,144,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 332879, Location: 2.8 MILES NE OF HOLLAND (Lat: 42.671169, Lng: -78.506189), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 122 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 171 (year 2038), Features Intersected: HUNTER CREEK, Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Serious, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $456,000, Roadway Improvement Cost: $267,000, Total Project Cost: $722,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332879, Location: 2.8 MILES NE OF HOLLAND (Lat: 42.671169, Lng: -78.506189), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 122 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 171 (year 2038), Features Intersected: HUNTER CREEK, Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Serious, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $456,000, Roadway Improvement Cost: $267,000, Total Project Cost: $722,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous