Bridge Statistics for Frankfort, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 157ft / 48mTotal length
- $19,864,000Total costs
- 85,122Total average daily traffic
- 2,318Total average daily truck traffic
- 48,106Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Frankfort
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 131960-1969
- 21980-1989
- 51990-1999
- Bridge Condition - Deck
- 56.3%Good
- 31.3%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 12.5%Excellent
- 37.5%Very good
- 25.0%Good
- 6.3%Satisfactory
- 18.8%Fair
- Bridge Condition - Substructure
- 12.5%Very good
- 37.5%Good
- 31.3%Satisfactory
- 6.3%Fair
- 12.5%Poor
- Bridge Condition - Channel
- 7.7%Very good
- 15.4%Good
- 23.1%Satisfactory
- 38.5%Fair
- 15.4%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 103907, Location: 3.7 MI SW JCT RT 5S & 171 (Lat: 43.015633, Lng: -75.139944), Route carried "on" structure: State highway 171, Year Built: 1993, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 25 or greater, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.70m (67.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $245,000, Total Project Cost: $665,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 103907, Location: 3.7 MI SW JCT RT 5S & 171 (Lat: 43.015633, Lng: -75.139944), Route carried "on" structure: State highway 171, Year Built: 1993, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 25 or greater, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.70m (67.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $245,000, Total Project Cost: $665,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 103908, Location: 3.5 MI SW JCT RT 5S & 171 (Lat: 43.016186, Lng: -75.136675), Route carried "on" structure: State highway 171, Year Built: 1988, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 25 or greater, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.214, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $166,000, Total Project Cost: $450,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103908, Location: 3.5 MI SW JCT RT 5S & 171 (Lat: 43.016186, Lng: -75.136675), Route carried "on" structure: State highway 171, Year Built: 1988, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 25 or greater, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.214, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $166,000, Total Project Cost: $450,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103909, Location: 2.9 MI SW JCT RT 5S & 171 (Lat: 43.018017, Lng: -75.126883), Route carried "on" structure: State highway 171, Year Built: 1993, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 25 or greater, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 11.40m (37.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $314,000, Total Project Cost: $851,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103909, Location: 2.9 MI SW JCT RT 5S & 171 (Lat: 43.018017, Lng: -75.126883), Route carried "on" structure: State highway 171, Year Built: 1993, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 25 or greater, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 11.40m (37.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $314,000, Total Project Cost: $851,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10391, Location: 2.1 MI SW JCT RT 5S & 171 (Lat: 43.018822, Lng: -75.110908), Route carried "on" structure: State highway 171, Year Built: 1993, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 25 or greater, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.229, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.60m (83.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $275,000, Total Project Cost: $745,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10391, Location: 2.1 MI SW JCT RT 5S & 171 (Lat: 43.018822, Lng: -75.110908), Route carried "on" structure: State highway 171, Year Built: 1993, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 25 or greater, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.229, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.60m (83.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $275,000, Total Project Cost: $745,000 ( Estimate for 2018), 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: 103911, Location: 1.4 MI SW JCT SH 5S & SH1 (Lat: 43.027072, Lng: -75.104367), Route carried "on" structure: State highway 171, Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.567, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 8.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.40m (43.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $234,000, Total Project Cost: $634,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103911, Location: 1.4 MI SW JCT SH 5S & SH1 (Lat: 43.027072, Lng: -75.104367), Route carried "on" structure: State highway 171, Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.567, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 8.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.40m (43.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $234,000, Total Project Cost: $634,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103912, Location: 1.2 MI SW JCT RT 5S & 171 (Lat: 43.027569, Lng: -75.101783), Route carried "on" structure: State highway 171, Year Built: 1992, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 14.60m (47.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $185,000, Total Project Cost: $501,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 103912, Location: 1.2 MI SW JCT RT 5S & 171 (Lat: 43.027569, Lng: -75.101783), Route carried "on" structure: State highway 171, Year Built: 1992, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 14.60m (47.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $185,000, Total Project Cost: $501,000 ( Estimate for 2018), 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: 103913, Location: .3 MI W JCT SH 5S & SH 17 (Lat: 43.027631, Lng: -75.085342), Route carried "on" structure: State highway 171, Year Built: 1968, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.241, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.60m (83.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $343,000, Total Project Cost: $929,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 103913, Location: .3 MI W JCT SH 5S & SH 17 (Lat: 43.027631, Lng: -75.085342), Route carried "on" structure: State highway 171, Year Built: 1968, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.241, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.60m (83.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $343,000, Total Project Cost: $929,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105122, Location: 8.7 MI E JCT RTS 5S & 12 (Lat: 43.052136, Lng: -75.095094), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 103 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 104 (year 2037), Design Load: HS 20, Features Intersected: RTE 5S, Facility Carried by Structure: MUCKY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.457, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 71.90m (235.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2015, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $645,000, Total Project Cost: $1,746,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 105122, Location: 8.7 MI E JCT RTS 5S & 12 (Lat: 43.052136, Lng: -75.095094), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 103 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 104 (year 2037), Design Load: HS 20, Features Intersected: RTE 5S, Facility Carried by Structure: MUCKY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.457, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 71.90m (235.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2015, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $645,000, Total Project Cost: $1,746,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 105122, Location: 8.7 MI E JCT RTS 5S & 12 (Lat: 43.052136, Lng: -75.095094), Route carried "under" structure: State highway 5S, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 15,232 (year 2000), Features Intersected: RTE 5S, Facility Carried by Structure: MUCKY RUN ROAD
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 8.624, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 105122, Location: 8.7 MI E JCT RTS 5S & 12 (Lat: 43.052136, Lng: -75.095094), Route carried "under" structure: State highway 5S, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 15,232 (year 2000), Features Intersected: RTE 5S, Facility Carried by Structure: MUCKY RUN ROAD
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 8.624, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
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Structure Number: 105123, Location: 9.7 MI E JCT RTS 5S & 12 (Lat: 43.039644, Lng: -75.085314), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 3,918 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 3,957 (year 2037), Design Load: HS 20, Features Intersected: RTE 5S, Facility Carried by Structure: HIGBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.553, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.1 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: 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: 59.40m (194.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017, Bridge Improvement Cost: $980,000, Roadway Improvement Cost: $574,000, Total Project Cost: $1,554,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105123, Location: 9.7 MI E JCT RTS 5S & 12 (Lat: 43.039644, Lng: -75.085314), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 3,918 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 3,957 (year 2037), Design Load: HS 20, Features Intersected: RTE 5S, Facility Carried by Structure: HIGBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.553, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.1 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: 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: 59.40m (194.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017, Bridge Improvement Cost: $980,000, Roadway Improvement Cost: $574,000, Total Project Cost: $1,554,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105123, Location: 9.7 MI E JCT RTS 5S & 12 (Lat: 43.039644, Lng: -75.085314), Route carried "under" structure: State highway 5S, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 8,100 (year 1971), Features Intersected: RTE 5S, Facility Carried by Structure: HIGBY ROAD
Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft)
Structure Number: 105123, Location: 9.7 MI E JCT RTS 5S & 12 (Lat: 43.039644, Lng: -75.085314), Route carried "under" structure: State highway 5S, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 8,100 (year 1971), Features Intersected: RTE 5S, Facility Carried by Structure: HIGBY ROAD
Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft)
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Structure Number: 1051241, Location: 10.4 MI E JCT SH5S & SH12 (Lat: 43.030561, Lng: -75.079914), Route carried "on" structure: State highway 5S, Year Built: 1968, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 7,958 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,478 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.166, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.70m (77.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Bridge Improvement Cost: $791,000, Roadway Improvement Cost: $463,000, Total Project Cost: $1,255,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1051241, Location: 10.4 MI E JCT SH5S & SH12 (Lat: 43.030561, Lng: -75.079914), Route carried "on" structure: State highway 5S, Year Built: 1968, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 7,958 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,478 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.166, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.70m (77.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Bridge Improvement Cost: $791,000, Roadway Improvement Cost: $463,000, Total Project Cost: $1,255,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1051242, Location: 10.4 MI E JCT SH5S & SH12 (Lat: 43.030444, Lng: -75.079839), Route carried "on" structure: State highway 5S, Year Built: 1968, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 7,958 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,478 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.166, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.70m (77.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $848,000, Roadway Improvement Cost: $496,000, Total Project Cost: $1,344,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1051242, Location: 10.4 MI E JCT SH5S & SH12 (Lat: 43.030444, Lng: -75.079839), Route carried "on" structure: State highway 5S, Year Built: 1968, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 7,958 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,478 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.166, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.70m (77.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $848,000, Roadway Improvement Cost: $496,000, Total Project Cost: $1,344,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105125, Location: JCT RTS 5S + 171 (Lat: 43.029128, Lng: -75.079333), Route carried "on" structure: State highway 171, Year Built: 1966, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 20, Features Intersected: RTE 5S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.788, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 53.30m (174.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $965,000, Roadway Improvement Cost: $565,000, Total Project Cost: $1,531,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105125, Location: JCT RTS 5S + 171 (Lat: 43.029128, Lng: -75.079333), Route carried "on" structure: State highway 171, Year Built: 1966, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 202 (year 2037), Design Load: HS 20, Features Intersected: RTE 5S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.788, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 53.30m (174.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $965,000, Roadway Improvement Cost: $565,000, Total Project Cost: $1,531,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105125, Location: JCT RTS 5S + 171 (Lat: 43.029128, Lng: -75.079333), Route carried "under" structure: State highway 5S, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 15,124 (year 2000), Features Intersected: RTE 5S, Facility Carried by Structure: RTE 171
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 11.327, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 105125, Location: JCT RTS 5S + 171 (Lat: 43.029128, Lng: -75.079333), Route carried "under" structure: State highway 5S, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 15,124 (year 2000), Features Intersected: RTE 5S, Facility Carried by Structure: RTE 171
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 11.327, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 1051261, Location: IN FRANKFORT (Lat: 43.025142, Lng: -75.071283), Route carried "on" structure: State highway 5S, Year Built: 1968, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 7,958 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,478 (year 2037), Design Load: HS 20, Features Intersected: CR 81- REESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.164, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.90m (130.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $389,000, Total Project Cost: $1,054,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1051261, Location: IN FRANKFORT (Lat: 43.025142, Lng: -75.071283), Route carried "on" structure: State highway 5S, Year Built: 1968, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 7,958 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,478 (year 2037), Design Load: HS 20, Features Intersected: CR 81- REESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.164, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.90m (130.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $389,000, Total Project Cost: $1,054,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1051261, Location: IN FRANKFORT (Lat: 43.025142, Lng: -75.071283), Route carried "under" structure: County highway , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 533 (year 2015), Truck Traffic: 4%, Features Intersected: CR 81- REESE ROAD, Facility Carried by Structure: RTE 5S
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 1051261, Location: IN FRANKFORT (Lat: 43.025142, Lng: -75.071283), Route carried "under" structure: County highway , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 533 (year 2015), Truck Traffic: 4%, Features Intersected: CR 81- REESE ROAD, Facility Carried by Structure: RTE 5S
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 1051262, Location: IN FRANKFORT (Lat: 43.024983, Lng: -75.071414), Route carried "on" structure: State highway 5S, Year Built: 1968, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 7,958 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,478 (year 2037), Design Load: HS 20, Features Intersected: CR 81- REESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.164, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 39.90m (130.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $389,000, Total Project Cost: $1,054,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1051262, Location: IN FRANKFORT (Lat: 43.024983, Lng: -75.071414), Route carried "on" structure: State highway 5S, Year Built: 1968, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 7,958 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,478 (year 2037), Design Load: HS 20, Features Intersected: CR 81- REESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.164, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 39.90m (130.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $389,000, Total Project Cost: $1,054,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1051262, Location: IN FRANKFORT (Lat: 43.024983, Lng: -75.071414), Route carried "under" structure: County highway , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 246 (year 2016), Truck Traffic: 7%, Features Intersected: CR 81- REESE ROAD, Facility Carried by Structure: RTE 5S
Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 1051262, Location: IN FRANKFORT (Lat: 43.024983, Lng: -75.071414), Route carried "under" structure: County highway , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 246 (year 2016), Truck Traffic: 7%, Features Intersected: CR 81- REESE ROAD, Facility Carried by Structure: RTE 5S
Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 225558, Location: 1.0 MI SW VLLGE FRANKFORT (Lat: 43.026633, Lng: -75.090258), Route carried "on" structure: Other road , Year Built: 1930, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 54 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 54 (year 2037), Features Intersected: MOYER CREEK, Facility Carried by Structure: BRICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 34.0m (111.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 11.80m (38.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2017, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $101,000, Total Project Cost: $273,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 225558, Location: 1.0 MI SW VLLGE FRANKFORT (Lat: 43.026633, Lng: -75.090258), Route carried "on" structure: Other road , Year Built: 1930, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 54 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 54 (year 2037), Features Intersected: MOYER CREEK, Facility Carried by Structure: BRICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 34.0m (111.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 11.80m (38.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2017, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $101,000, Total Project Cost: $273,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 226371, Location: AT VILLAGE OF FRANKFORT (Lat: 43.036628, Lng: -75.074781), Route carried "on" structure: Other road , Year Built: 1932, Year Reconstructed: 2008, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 607 (year 2017), Average Future Daily Traffic: 613 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK, Facility Carried by Structure: HILLTOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 0.8m (2.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 5.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 16.70m (54.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $205,000, Total Project Cost: $554,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226371, Location: AT VILLAGE OF FRANKFORT (Lat: 43.036628, Lng: -75.074781), Route carried "on" structure: Other road , Year Built: 1932, Year Reconstructed: 2008, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 607 (year 2017), Average Future Daily Traffic: 613 (year 2037), Design Load: HS 20, Features Intersected: MOYER CREEK, Facility Carried by Structure: HILLTOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 0.8m (2.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 5.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 16.70m (54.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $205,000, Total Project Cost: $554,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226372, Location: AT VILLAGE OF FRANKFORT (Lat: 43.041008, Lng: -75.072961), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,626 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 4,672 (year 2037), Features Intersected: MOYER CREEK, Facility Carried by Structure: WEST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.10m (39.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $318,000, Total Project Cost: $862,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226372, Location: AT VILLAGE OF FRANKFORT (Lat: 43.041008, Lng: -75.072961), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,626 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 4,672 (year 2037), Features Intersected: MOYER CREEK, Facility Carried by Structure: WEST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.10m (39.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $318,000, Total Project Cost: $862,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442304, Location: 0.1 MI NE OF FRANKFORT (Lat: 43.043903, Lng: -75.061614), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,147 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,178 (year 2037), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK, NYS BA, Facility Carried by Structure: RAILROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Navigation Control: Yes ( Vertical Clearance: 97.0m (318.2ft), Horizontal Clearance: 457.0m (1,499.3ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 53.6m (175.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 145.90m (478.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2016, Underwater Inspection Date: August 2017, Bridge Improvement Cost: $2,436,000, Roadway Improvement Cost: $1,426,000, Total Project Cost: $3,862,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 442304, Location: 0.1 MI NE OF FRANKFORT (Lat: 43.043903, Lng: -75.061614), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,147 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,178 (year 2037), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK, NYS BA, Facility Carried by Structure: RAILROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Navigation Control: Yes ( Vertical Clearance: 97.0m (318.2ft), Horizontal Clearance: 457.0m (1,499.3ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 53.6m (175.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 145.90m (478.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2016, Underwater Inspection Date: August 2017, Bridge Improvement Cost: $2,436,000, Roadway Improvement Cost: $1,426,000, Total Project Cost: $3,862,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
