Bridge Statistics for Martinsburg, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 95ft / 28.9mTotal length
- $11,820,000Total costs
- 17,425Total average daily traffic
- 2,405Total average daily truck traffic
- 18,336Total future (year 2019) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Martinsburg
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11950-1959
- 31970-1979
- 61980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 20.0%Excellent
- 20.0%Very good
- 6.7%Good
- 26.7%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Superstructure
- 20.0%Excellent
- 20.0%Very good
- 13.3%Good
- 6.7%Satisfactory
- 40.0%Fair
- Bridge Condition - Substructure
- 6.7%Excellent
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 6.7%Excellent
- 26.7%Very good
- 26.7%Good
- 26.7%Satisfactory
- 13.3%Fair
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Structure Number: 100958, Location: 5 MI SE OF LOWVILLE (Lat: 43.724075, Lng: -75.410358), Route carried "on" structure: State highway 12, Year Built: 1989, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 5,333 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 5,383 (year 2040), Design Load: HS 20, Features Intersected: WHETSTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.923, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $853,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,353,000 ( 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: 100958, Location: 5 MI SE OF LOWVILLE (Lat: 43.724075, Lng: -75.410358), Route carried "on" structure: State highway 12, Year Built: 1989, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 5,333 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 5,383 (year 2040), Design Load: HS 20, Features Intersected: WHETSTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.923, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $853,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,353,000 ( 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: 100959, Location: 3.5 MI SE OF LOWVILLE (Lat: 43.740969, Lng: -75.424786), Route carried "on" structure: State highway 12, Year Built: 1989, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,333 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 5,383 (year 2040), Design Load: HS 20, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 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 minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,473,000, Roadway Improvement Cost: $863,000, Total Project Cost: $2,336,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100959, Location: 3.5 MI SE OF LOWVILLE (Lat: 43.740969, Lng: -75.424786), Route carried "on" structure: State highway 12, Year Built: 1989, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,333 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 5,383 (year 2040), Design Load: HS 20, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 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 minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,473,000, Roadway Improvement Cost: $863,000, Total Project Cost: $2,336,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 101005, Location: 2.5 MI S OF MARTINSBURG (Lat: 43.704369, Lng: -75.458958), Route carried "on" structure: State highway 26, Year Built: 1981, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,572 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 1,639 (year 2040), Design Load: HS 20, Features Intersected: WHETSTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.585, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $630,000, Roadway Improvement Cost: $369,000, Total Project Cost: $999,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101005, Location: 2.5 MI S OF MARTINSBURG (Lat: 43.704369, Lng: -75.458958), Route carried "on" structure: State highway 26, Year Built: 1981, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,572 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 1,639 (year 2040), Design Load: HS 20, Features Intersected: WHETSTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.585, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $630,000, Roadway Improvement Cost: $369,000, Total Project Cost: $999,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 101006, Location: AT MARTINSBURG (Lat: 43.733800, Lng: -75.469275), Route carried "on" structure: State highway 26, Year Built: 1978, Status: Posted for load-capacity, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,572 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 1,639 (year 2040), Design Load: HS 20, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.996, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,012,000, Roadway Improvement Cost: $593,000, Total Project Cost: $1,605,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 101006, Location: AT MARTINSBURG (Lat: 43.733800, Lng: -75.469275), Route carried "on" structure: State highway 26, Year Built: 1978, Status: Posted for load-capacity, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,572 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 1,639 (year 2040), Design Load: HS 20, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.996, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,012,000, Roadway Improvement Cost: $593,000, Total Project Cost: $1,605,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 222063, Location: 2.2 MI E OF MARTINSBURG (Lat: 43.743258, Lng: -75.425464), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 64 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 90 (year 2035), Features Intersected: ROARING BROOK, Facility Carried by Structure: CANNAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 33.0 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: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $117,000, Total Project Cost: $318,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 222063, Location: 2.2 MI E OF MARTINSBURG (Lat: 43.743258, Lng: -75.425464), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 64 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 90 (year 2035), Features Intersected: ROARING BROOK, Facility Carried by Structure: CANNAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 33.0 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: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $117,000, Total Project Cost: $318,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 222065, Location: 4.9 MI W OF MARTINSBURG (Lat: 43.719908, Lng: -75.557764), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 13 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 18 (year 2038), Features Intersected: ROARING BROOK, Facility Carried by Structure: CENTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.604, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 222065, Location: 4.9 MI W OF MARTINSBURG (Lat: 43.719908, Lng: -75.557764), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 13 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 18 (year 2038), Features Intersected: ROARING BROOK, Facility Carried by Structure: CENTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.604, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 226708, Location: 2.5 MI SE OF MARTINSBURG (Lat: 43.714922, Lng: -75.443261), Route carried "on" structure: Other road , Year Built: 1982, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 49 (year 2040), Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: MEISS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $179,000, Total Project Cost: $483,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226708, Location: 2.5 MI SE OF MARTINSBURG (Lat: 43.714922, Lng: -75.443261), Route carried "on" structure: Other road , Year Built: 1982, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 49 (year 2040), Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: MEISS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $179,000, Total Project Cost: $483,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333983, Location: 1.3 MI NORTH OF GLENFIELD (Lat: 43.726592, Lng: -75.405367), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 674 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 944 (year 2035), Design Load: HL 93, Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: COUNTY ROAD 41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.043, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.7 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $289,000, Total Project Cost: $783,000 ( 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: 333983, Location: 1.3 MI NORTH OF GLENFIELD (Lat: 43.726592, Lng: -75.405367), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 674 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 944 (year 2035), Design Load: HL 93, Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: COUNTY ROAD 41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.043, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.7 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $289,000, Total Project Cost: $783,000 ( 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: 334021, Location: 3 MILES NW OF LOWVILLE (Lat: 43.771192, Lng: -75.528539), Route carried "on" structure: County highway , Year Built: 1974, Year Reconstructed: 2005, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 773 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 806 (year 2040), Features Intersected: MILL CREEK, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $220,000, Total Project Cost: $595,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334021, Location: 3 MILES NW OF LOWVILLE (Lat: 43.771192, Lng: -75.528539), Route carried "on" structure: County highway , Year Built: 1974, Year Reconstructed: 2005, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 773 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 806 (year 2040), Features Intersected: MILL CREEK, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $220,000, Total Project Cost: $595,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334022, Location: 1.9 MI NW OF MARTINSBURG (Lat: 43.741681, Lng: -75.500414), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 768 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 801 (year 2040), Features Intersected: ROARING BROOK, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $219,000, Total Project Cost: $592,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other Coated Reinforcing
Structure Number: 334022, Location: 1.9 MI NW OF MARTINSBURG (Lat: 43.741681, Lng: -75.500414), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 768 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 801 (year 2040), Features Intersected: ROARING BROOK, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $219,000, Total Project Cost: $592,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other Coated Reinforcing
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Structure Number: 334023, Location: 2.6 MILES S OF MARTINSBUR (Lat: 43.703336, Lng: -75.460331), Route carried "on" structure: County highway , Year Built: 1927, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 613 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 639 (year 2040), Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $147,000, Total Project Cost: $399,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334023, Location: 2.6 MILES S OF MARTINSBUR (Lat: 43.703336, Lng: -75.460331), Route carried "on" structure: County highway , Year Built: 1927, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 613 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 639 (year 2040), Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $147,000, Total Project Cost: $399,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334024, Location: IN MARTINSBURG (Lat: 43.735447, Lng: -75.472217), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 177 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 248 (year 2035), Design Load: HS 25 or greater, Features Intersected: ROARING BROOK, Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $187,000, Total Project Cost: $506,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 334024, Location: IN MARTINSBURG (Lat: 43.735447, Lng: -75.472217), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 177 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 248 (year 2035), Design Load: HS 25 or greater, Features Intersected: ROARING BROOK, Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $187,000, Total Project Cost: $506,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 334025, Location: 1.0 MI SE OF MARTINSBURG (Lat: 43.731047, Lng: -75.451642), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 2004, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 221 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 309 (year 2036), Design Load: HS 20, Features Intersected: ROARING BROOK, Facility Carried by Structure: GLENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.264, Lanes on structure: 2, Owner: County 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: 19.5m (64.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $509,000, Roadway Improvement Cost: $298,000, Total Project Cost: $807,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334025, Location: 1.0 MI SE OF MARTINSBURG (Lat: 43.731047, Lng: -75.451642), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 2004, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 221 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 309 (year 2036), Design Load: HS 20, Features Intersected: ROARING BROOK, Facility Carried by Structure: GLENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.264, Lanes on structure: 2, Owner: County 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: 19.5m (64.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $509,000, Roadway Improvement Cost: $298,000, Total Project Cost: $807,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334026, Location: 1.2 MILES NW OF GLENFIELD (Lat: 43.716472, Lng: -75.416506), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 2011, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 197 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 276 (year 2037), Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: GLENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $111,000, Total Project Cost: $301,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 334026, Location: 1.2 MILES NW OF GLENFIELD (Lat: 43.716472, Lng: -75.416506), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 2011, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 197 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 276 (year 2037), Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: GLENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $111,000, Total Project Cost: $301,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 552409, Location: IN WHETSTONE GULF ST PARK (Lat: 43.701728, Lng: -75.466942), Route carried "on" structure: ServiceState lands road , Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 80 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 112 (year 2019), Design Load: HS 20, Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: WHETSTONE GULF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $118,000, Total Project Cost: $320,000 ( 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: 552409, Location: IN WHETSTONE GULF ST PARK (Lat: 43.701728, Lng: -75.466942), Route carried "on" structure: ServiceState lands road , Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 80 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 112 (year 2019), Design Load: HS 20, Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: WHETSTONE GULF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $118,000, Total Project Cost: $320,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing