Bridge Statistics for Alexandria, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 125ft / 38.4mTotal length
- $13,863,000Total costs
- 34,844Total average daily traffic
- 5,667Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Alexandria
- No street view available for this location
- New bridges - historical statistics
- 121960-1969
- 11970-1979
- 41980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 8.3%Excellent
- 16.7%Very good
- 25.0%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 16.7%Excellent
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 16.7%Excellent
- 8.3%Very good
- 25.0%Good
- 25.0%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 50.0%Very good
- 25.0%Good
- 8.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Poor
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Structure Number: 1009771, Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293231, Lng: -75.972547), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 3,374 (year 2015), Truck Traffic: 32%, Design Load: HS 20, Features Intersected: RTE 12, RTE 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.200, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,827,000, Roadway Improvement Cost: $1,070,000, Total Project Cost: $2,897,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1009771, Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293231, Lng: -75.972547), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 3,374 (year 2015), Truck Traffic: 32%, Design Load: HS 20, Features Intersected: RTE 12, RTE 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.200, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,827,000, Roadway Improvement Cost: $1,070,000, Total Project Cost: $2,897,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1009772, Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293217, Lng: -75.972228), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1994, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,285 (year 2019), Truck Traffic: 31%, Average Future Daily Traffic: 1,530 (year 2040), Design Load: HS 20, Features Intersected: RTE 12, RTE 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.280, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,803,000, Roadway Improvement Cost: $1,056,000, Total Project Cost: $2,858,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1009772, Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293217, Lng: -75.972228), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1994, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,285 (year 2019), Truck Traffic: 31%, Average Future Daily Traffic: 1,530 (year 2040), Design Load: HS 20, Features Intersected: RTE 12, RTE 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.280, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,803,000, Roadway Improvement Cost: $1,056,000, Total Project Cost: $2,858,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10238, Location: 1.2 MI N JCT C R 192 & 37 (Lat: 44.321003, Lng: -75.800558), Route carried "on" structure: State highway 37, Year Built: 2008, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,423 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 2,446 (year 2040), Design Load: HL 93, Features Intersected: JEWETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.519, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 53.5 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: 41.1 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: 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: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $272,000, Total Project Cost: $738,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 10238, Location: 1.2 MI N JCT C R 192 & 37 (Lat: 44.321003, Lng: -75.800558), Route carried "on" structure: State highway 37, Year Built: 2008, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,423 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 2,446 (year 2040), Design Load: HL 93, Features Intersected: JEWETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.519, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 53.5 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: 41.1 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: 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: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $272,000, Total Project Cost: $738,000 ( 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: 1032281, Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246292, Lng: -75.950050), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 3,374 (year 2015), Truck Traffic: 27%, Design Load: HS 20, Features Intersected: CR 3TY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.552, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 70.6 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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $812,000, Roadway Improvement Cost: $476,000, Total Project Cost: $1,288,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1032281, Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246292, Lng: -75.950050), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 3,374 (year 2015), Truck Traffic: 27%, Design Load: HS 20, Features Intersected: CR 3TY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.552, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 70.6 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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $812,000, Roadway Improvement Cost: $476,000, Total Project Cost: $1,288,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1032282, Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246978, Lng: -75.948744), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,285 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 1,530 (year 2040), Design Load: HS 20, Features Intersected: CR 3TY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.601, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $812,000, Roadway Improvement Cost: $476,000, Total Project Cost: $1,288,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1032282, Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246978, Lng: -75.948744), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,285 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 1,530 (year 2040), Design Load: HS 20, Features Intersected: CR 3TY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.601, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $812,000, Roadway Improvement Cost: $476,000, Total Project Cost: $1,288,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10545, Location: 2.3 MI NE JCT 12 + 26B (Lat: 44.345725, Lng: -75.872633), Route carried "on" structure: State highway 12, Year Built: 1966, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,659 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,675 (year 2040), Design Load: H 20, Features Intersected: CRANBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 73.2 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: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $548,000, Roadway Improvement Cost: $321,000, Total Project Cost: $869,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10545, Location: 2.3 MI NE JCT 12 + 26B (Lat: 44.345725, Lng: -75.872633), Route carried "on" structure: State highway 12, Year Built: 1966, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,659 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,675 (year 2040), Design Load: H 20, Features Intersected: CRANBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 73.2 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: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $548,000, Roadway Improvement Cost: $321,000, Total Project Cost: $869,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10941, Location: 1.2 MI W JCT RT 37 &CR192 (Lat: 44.298697, Lng: -75.824142), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 833 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,166 (year 2035), Features Intersected: JEWETT CREEK, Facility Carried by Structure: COUTY ROAD 192
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.751, 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: 11.0m (36.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $109,000, Total Project Cost: $295,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 10941, Location: 1.2 MI W JCT RT 37 &CR192 (Lat: 44.298697, Lng: -75.824142), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 833 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,166 (year 2035), Features Intersected: JEWETT CREEK, Facility Carried by Structure: COUTY ROAD 192
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.751, 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: 11.0m (36.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $109,000, Total Project Cost: $295,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 109467, Location: 5 MI N INT I81 & S H 411 (Lat: 44.245075, Lng: -75.948906), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,570 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 3,060 (year 2040), Design Load: HS 20, Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $82,000, Total Project Cost: $223,000 ( Estimate for 2021)
Structure Number: 109467, Location: 5 MI N INT I81 & S H 411 (Lat: 44.245075, Lng: -75.948906), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,570 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 3,060 (year 2040), Design Load: HS 20, Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $82,000, Total Project Cost: $223,000 ( Estimate for 2021)
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Structure Number: 1094681, Location: 7.3 MI N JCT I-81 + 411 (Lat: 44.255625, Lng: -75.958783), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,374 (year 2015), Truck Traffic: 27%, Design Load: HS 20, Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.711, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $97,000, Total Project Cost: $262,000 ( Estimate for 2021)
Structure Number: 1094681, Location: 7.3 MI N JCT I-81 + 411 (Lat: 44.255625, Lng: -75.958783), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,374 (year 2015), Truck Traffic: 27%, Design Load: HS 20, Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.711, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $97,000, Total Project Cost: $262,000 ( Estimate for 2021)
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Structure Number: 1094682, Location: 7.3 MI N JCT I-81 + 411 (Lat: 44.255661, Lng: -75.956847), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,285 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 1,530 (year 2040), Design Load: HS 20, Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.791, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 74.8 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $97,000, Total Project Cost: $262,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1094682, Location: 7.3 MI N JCT I-81 + 411 (Lat: 44.255661, Lng: -75.956847), Route carried "on" structure: Interstate 81, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,285 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 1,530 (year 2040), Design Load: HS 20, Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.791, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 74.8 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $97,000, Total Project Cost: $262,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221997, Location: 0.1MI W OF ALEXANDRIA BAY (Lat: 44.331064, Lng: -75.917039), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 436 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 610 (year 2039), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: OTTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 2, Owner: Town or Township 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: 16.4m (53.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $227,000, Total Project Cost: $616,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 221997, Location: 0.1MI W OF ALEXANDRIA BAY (Lat: 44.331064, Lng: -75.917039), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 436 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 610 (year 2039), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: OTTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 2, Owner: Town or Township 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: 16.4m (53.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $227,000, Total Project Cost: $616,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 333929, Location: 5.0 MI NE OF ALEXANDER BA (Lat: 44.376006, Lng: -75.818906), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 791 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,107 (year 2040), Features Intersected: CROOKED CREEK, Facility Carried by Structure: CR1 CROOKED CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.010, 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: 26.5m (86.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 91.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $209,000, Total Project Cost: $567,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333929, Location: 5.0 MI NE OF ALEXANDER BA (Lat: 44.376006, Lng: -75.818906), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 791 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,107 (year 2040), Features Intersected: CROOKED CREEK, Facility Carried by Structure: CR1 CROOKED CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.010, 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: 26.5m (86.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 91.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $209,000, Total Project Cost: $567,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333931, Location: 2.4 MI NORTH OF REDWOOD (Lat: 44.333725, Lng: -75.790344), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 81 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 113 (year 2039), Features Intersected: JEWETT CREEK, Facility Carried by Structure: STINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, 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: 17.6m (57.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $222,000, Total Project Cost: $601,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333931, Location: 2.4 MI NORTH OF REDWOOD (Lat: 44.333725, Lng: -75.790344), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 81 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 113 (year 2039), Features Intersected: JEWETT CREEK, Facility Carried by Structure: STINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, 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: 17.6m (57.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $222,000, Total Project Cost: $601,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333953, Location: 4 MI N INT NATIONAL BRIDG (Lat: 44.344644, Lng: -75.935339), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 936 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 1,310 (year 2035), Design Load: HS 25 or greater, Features Intersected: WESTMINSTER BROOK, Facility Carried by Structure: WESTMINSTER PK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.346, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $222,000, Total Project Cost: $601,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333953, Location: 4 MI N INT NATIONAL BRIDG (Lat: 44.344644, Lng: -75.935339), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 936 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 1,310 (year 2035), Design Load: HS 25 or greater, Features Intersected: WESTMINSTER BROOK, Facility Carried by Structure: WESTMINSTER PK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.346, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $222,000, Total Project Cost: $601,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 55245, Location: YACHT HOUSE ROAD (Lat: 44.344856, Lng: -75.930519), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 90 (year 1999), Average Future Daily Traffic: 126 (year 2019), Features Intersected: MUD CREEK, Facility Carried by Structure: YACHT HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Local Toll Authority, Approaching Roadway Width: 4.9m (16.1ft), Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 10.3m (33.8ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $95,000, Total Project Cost: $258,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 55245, Location: YACHT HOUSE ROAD (Lat: 44.344856, Lng: -75.930519), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 90 (year 1999), Average Future Daily Traffic: 126 (year 2019), Features Intersected: MUD CREEK, Facility Carried by Structure: YACHT HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Local Toll Authority, Approaching Roadway Width: 4.9m (16.1ft), Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 10.3m (33.8ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $95,000, Total Project Cost: $258,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 552451, Location: YACHT HOUSE ROAD (Lat: 44.345606, Lng: -75.930300), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 30 (year 2009), Average Future Daily Traffic: 42 (year 2029), Features Intersected: MUD CREEK, Facility Carried by Structure: YACHT HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Local Toll Authority, Approaching Roadway Width: 4.9m (16.1ft), Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 8.8m (28.9ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $89,000, Total Project Cost: $240,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels
Structure Number: 552451, Location: YACHT HOUSE ROAD (Lat: 44.345606, Lng: -75.930300), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 30 (year 2009), Average Future Daily Traffic: 42 (year 2029), Features Intersected: MUD CREEK, Facility Carried by Structure: YACHT HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Local Toll Authority, Approaching Roadway Width: 4.9m (16.1ft), Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 8.8m (28.9ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $89,000, Total Project Cost: $240,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1009771, Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293231, Lng: -75.972547), Route carried "under" structure: State highway 12, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 6,096 (year 2000), Features Intersected: RTE 12, RTE 12, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 43.636, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
Structure Number: 1009771, Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293231, Lng: -75.972547), Route carried "under" structure: State highway 12, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 6,096 (year 2000), Features Intersected: RTE 12, RTE 12, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 43.636, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.2m (72.8ft)
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Structure Number: 1009772, Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293217, Lng: -75.972228), Route carried "under" structure: State highway 12, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 3,350 (year 1979), Features Intersected: RTE 12, RTE 12, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 43.652, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 1009772, Location: 5.0 MI SW JCT RTS 12 + 26 (Lat: 44.293217, Lng: -75.972228), Route carried "under" structure: State highway 12, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 3,350 (year 1979), Features Intersected: RTE 12, RTE 12, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 43.652, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 1032281, Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246292, Lng: -75.950050), Route carried "under" structure: Other road , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 286 (year 2007), Features Intersected: CR 3TY ROAD 3, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 1032281, Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246292, Lng: -75.950050), Route carried "under" structure: Other road , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 286 (year 2007), Features Intersected: CR 3TY ROAD 3, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
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Structure Number: 1032282, Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246978, Lng: -75.948744), Route carried "under" structure: Other road , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 286 (year 2007), Features Intersected: CR 3TY ROAD 3, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 1032282, Location: 5.2 MI N JCT I81 & SH 411 (Lat: 44.246978, Lng: -75.948744), Route carried "under" structure: Other road , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 286 (year 2007), Features Intersected: CR 3TY ROAD 3, Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)