Bridge Statistics for Middlesex, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 49ft / 15.4mTotal length
- $8,451,000Total costs
- 11,538Total average daily traffic
- 793Total average daily truck traffic
- 12,096Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Middlesex
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 11970-1979
- 11990-1999
- 12000-2009
- 42010-2019
- 12020-2022
- Bridge Condition - Deck
- 50.0%Excellent
- 33.3%Very good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Excellent
- 37.5%Very good
- 12.5%Satisfactory
- Bridge Condition - Substructure
- 25.0%Excellent
- 50.0%Very good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 11.1%Excellent
- 22.2%Very good
- 33.3%Good
- 11.1%Satisfactory
- 22.2%Fair
- Bridge Condition - Culverts
- 50.0%Excellent
- 50.0%Satisfactory
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Structure Number: 10381, Location: 1.3 MI S JCT RTS 144 &396 (Lat: 42.512469, Lng: -73.786658), Route carried "on" structure: State highway 144, Year Built: 1998, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 4,053 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,228 (year 2040), Design Load: HS 25 or greater, Features Intersected: CSX TRANS/CP RAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.760, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 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 desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.56m (11.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,377,000, Roadway Improvement Cost: $807,000, Total Project Cost: $2,184,000 ( 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: 10381, Location: 1.3 MI S JCT RTS 144 &396 (Lat: 42.512469, Lng: -73.786658), Route carried "on" structure: State highway 144, Year Built: 1998, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 4,053 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,228 (year 2040), Design Load: HS 25 or greater, Features Intersected: CSX TRANS/CP RAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.760, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 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 desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.56m (11.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,377,000, Roadway Improvement Cost: $807,000, Total Project Cost: $2,184,000 ( 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: 10385, Location: 0.3 MI N Jct Rte 149 & 28 (Lat: 43.373847, Lng: -73.282592), Route carried "on" structure: State highway 149, Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,874 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 2,998 (year 2040), Design Load: HS 25 or greater, Features Intersected: Indian River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.007, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $489,000, Roadway Improvement Cost: $286,000, Total Project Cost: $775,000 ( Estimate for 2021)
Structure Number: 10385, Location: 0.3 MI N Jct Rte 149 & 28 (Lat: 43.373847, Lng: -73.282592), Route carried "on" structure: State highway 149, Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,874 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 2,998 (year 2040), Design Load: HS 25 or greater, Features Intersected: Indian River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.007, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $489,000, Roadway Improvement Cost: $286,000, Total Project Cost: $775,000 ( Estimate for 2021)
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Structure Number: 104302, Location: 1.1 MI NW SR245 + SR364 (Lat: 42.719569, Lng: -77.264369), Route carried "on" structure: State highway 245, Year Built: 2012, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,403 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 1,411 (year 2040), Design Load: HL 93, Features Intersected: WEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.194, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: 45.0 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: Equal to present desirable 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $343,000, Total Project Cost: $928,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104302, Location: 1.1 MI NW SR245 + SR364 (Lat: 42.719569, Lng: -77.264369), Route carried "on" structure: State highway 245, Year Built: 2012, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,403 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 1,411 (year 2040), Design Load: HL 93, Features Intersected: WEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.194, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: 45.0 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: Equal to present desirable 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $343,000, Total Project Cost: $928,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104303, Location: 3.7 MI NW SR245 + SR364 (Lat: 42.751822, Lng: -77.249483), Route carried "on" structure: State highway 245, Year Built: 2012, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,403 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 1,411 (year 2040), Design Load: HL 93, Features Intersected: WEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.281, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 58.3 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: 45.0 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $189,000, Total Project Cost: $511,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104303, Location: 3.7 MI NW SR245 + SR364 (Lat: 42.751822, Lng: -77.249483), Route carried "on" structure: State highway 245, Year Built: 2012, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,403 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 1,411 (year 2040), Design Load: HL 93, Features Intersected: WEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.281, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 58.3 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: 45.0 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $189,000, Total Project Cost: $511,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104666, Location: 0.6 MI NW JCT RTS 245+364 (Lat: 42.706406, Lng: -77.275044), Route carried "on" structure: State highway 364, Year Built: 1939, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,345 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,403 (year 2040), Design Load: H 20, Features Intersected: WEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.871, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $923,000, Roadway Improvement Cost: $541,000, Total Project Cost: $1,464,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 104666, Location: 0.6 MI NW JCT RTS 245+364 (Lat: 42.706406, Lng: -77.275044), Route carried "on" structure: State highway 364, Year Built: 1939, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,345 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,403 (year 2040), Design Load: H 20, Features Intersected: WEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.871, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $923,000, Roadway Improvement Cost: $541,000, Total Project Cost: $1,464,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 321928, Location: 1.6 MI SW OF RUSHVILLE (Lat: 42.750356, Lng: -77.250994), Route carried "on" structure: Other road , Year Built: 1953, Year Reconstructed: 2018, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 69 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 97 (year 2036), Design Load: HL 93, Features Intersected: WEST RIVER, Facility Carried by Structure: LOOMIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 10.3m (33.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $372,000, Roadway Improvement Cost: $218,000, Total Project Cost: $590,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 321928, Location: 1.6 MI SW OF RUSHVILLE (Lat: 42.750356, Lng: -77.250994), Route carried "on" structure: Other road , Year Built: 1953, Year Reconstructed: 2018, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 69 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 97 (year 2036), Design Load: HL 93, Features Intersected: WEST RIVER, Facility Carried by Structure: LOOMIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 10.3m (33.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $372,000, Roadway Improvement Cost: $218,000, Total Project Cost: $590,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 321929, Location: 3.0 MI SW OF RUSHVILLE (Lat: 42.738856, Lng: -77.257061), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 42 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 59 (year 2038), Features Intersected: WEST RIVER, Facility Carried by Structure: VALLEY VIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 61.7 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $170,000, Total Project Cost: $460,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 321929, Location: 3.0 MI SW OF RUSHVILLE (Lat: 42.738856, Lng: -77.257061), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 42 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 59 (year 2038), Features Intersected: WEST RIVER, Facility Carried by Structure: VALLEY VIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 61.7 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $170,000, Total Project Cost: $460,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32193, Location: IN MIDDLESEX (Lat: 42.704650, Lng: -77.275792), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 57 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 80 (year 2036), Design Load: HS 25 or greater, Features Intersected: WEST RIVER, Facility Carried by Structure: WILLIAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $464,000, Roadway Improvement Cost: $272,000, Total Project Cost: $736,000 ( 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: 32193, Location: IN MIDDLESEX (Lat: 42.704650, Lng: -77.275792), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 57 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 80 (year 2036), Design Load: HS 25 or greater, Features Intersected: WEST RIVER, Facility Carried by Structure: WILLIAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $464,000, Roadway Improvement Cost: $272,000, Total Project Cost: $736,000 ( 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: 321931, Location: 1.5 MI SW OF MIDDLESEX (Lat: 42.685053, Lng: -77.288308), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 63 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 88 (year 2036), Features Intersected: WEST RIVER, Facility Carried by Structure: CAWARD CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 321931, Location: 1.5 MI SW OF MIDDLESEX (Lat: 42.685053, Lng: -77.288308), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 63 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 88 (year 2036), Features Intersected: WEST RIVER, Facility Carried by Structure: CAWARD CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333556, Location: IN VINE VALLEY (Lat: 42.724956, Lng: -77.324342), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 229 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 321 (year 2037), Design Load: HL 93, Features Intersected: VINEVALLEY CREEK, Facility Carried by Structure: VINE VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 79.5 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $140,000, Total Project Cost: $380,000 ( Estimate for 2021)
Structure Number: 333556, Location: IN VINE VALLEY (Lat: 42.724956, Lng: -77.324342), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 229 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 321 (year 2037), Design Load: HL 93, Features Intersected: VINEVALLEY CREEK, Facility Carried by Structure: VINE VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 79.5 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $140,000, Total Project Cost: $380,000 ( Estimate for 2021)