Bridge Statistics for Franklin, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 82ft / 25.3mTotal length
- $11,601,000Total costs
- 7,806Total average daily traffic
- 611Total average daily truck traffic
- 8,578Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Franklin
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 11970-1979
- 11980-1989
- 21990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 30.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Excellent
- 30.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Excellent
- 30.0%Very good
- 40.0%Good
- 10.0%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 9.1%Good
- 63.6%Satisfactory
- 9.1%Fair
- 9.1%Poor
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Structure Number: 100437, Location: 1.7 MI SW OF FRANKLIN (Lat: 42.320589, Lng: -75.181911), Route carried "on" structure: Alternate State highway 357, Year Built: 1991, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 1,643 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 1,713 (year 2040), Design Load: HS 20, Features Intersected: HANDSOME BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.619, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.0m (160.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.99m (16.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,263,000, Roadway Improvement Cost: $740,000, Total Project Cost: $2,003,000 ( 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: 100437, Location: 1.7 MI SW OF FRANKLIN (Lat: 42.320589, Lng: -75.181911), Route carried "on" structure: Alternate State highway 357, Year Built: 1991, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 1,643 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 1,713 (year 2040), Design Load: HS 20, Features Intersected: HANDSOME BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.619, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.0m (160.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.99m (16.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,263,000, Roadway Improvement Cost: $740,000, Total Project Cost: $2,003,000 ( 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: 100438, Location: 2.7 MI NE OF FRANKLIN (Lat: 42.362672, Lng: -75.123833), Route carried "on" structure: Alternate State highway 357, Year Built: 2006, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,167 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,260 (year 2040), Design Load: HL 93, Features Intersected: TREADWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $722,000, Roadway Improvement Cost: $423,000, Total Project Cost: $1,145,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100438, Location: 2.7 MI NE OF FRANKLIN (Lat: 42.362672, Lng: -75.123833), Route carried "on" structure: Alternate State highway 357, Year Built: 2006, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,167 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,260 (year 2040), Design Load: HL 93, Features Intersected: TREADWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $722,000, Roadway Improvement Cost: $423,000, Total Project Cost: $1,145,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 222673, Location: 3.2MI.W.FRANKLIN (Lat: 42.329486, Lng: -75.104581), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 52 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 73 (year 2039), Design Load: HS 20, Features Intersected: E. HANDSOME BROOK, Facility Carried by Structure: E HANDSOME BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.790, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $432,000, Total Project Cost: $1,170,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222673, Location: 3.2MI.W.FRANKLIN (Lat: 42.329486, Lng: -75.104581), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 52 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 73 (year 2039), Design Load: HS 20, Features Intersected: E. HANDSOME BROOK, Facility Carried by Structure: E HANDSOME BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.790, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $432,000, Total Project Cost: $1,170,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226907, Location: 1 MI EAST OF FRANKLIN (Lat: 42.340814, Lng: -75.151808), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 91 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 127 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST HANDSOME BRK, Facility Carried by Structure: EAST HANDSOME RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $66,000, Total Project Cost: $178,000 ( Estimate for 2021)
Structure Number: 226907, Location: 1 MI EAST OF FRANKLIN (Lat: 42.340814, Lng: -75.151808), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 91 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 127 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST HANDSOME BRK, Facility Carried by Structure: EAST HANDSOME RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $66,000, Total Project Cost: $178,000 ( Estimate for 2021)
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Structure Number: 335234, Location: 3 MI SE OF FRANKLIN (Lat: 42.302869, Lng: -75.134528), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,384 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,443 (year 2040), Design Load: HS 20, Features Intersected: W BR HANDSOME BRK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.189, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, 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: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $559,000, Roadway Improvement Cost: $327,000, Total Project Cost: $886,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335234, Location: 3 MI SE OF FRANKLIN (Lat: 42.302869, Lng: -75.134528), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,384 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,443 (year 2040), Design Load: HS 20, Features Intersected: W BR HANDSOME BRK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.189, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, 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: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $559,000, Roadway Improvement Cost: $327,000, Total Project Cost: $886,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335235, Location: 1 MI S OF FRANKLIN (Lat: 42.323917, Lng: -75.158919), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,384 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,443 (year 2040), Design Load: HS 20, Features Intersected: E BR HANDSOME BRO, Facility Carried by Structure: CR21WALTON-FRNKLN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $997,000, Roadway Improvement Cost: $584,000, Total Project Cost: $1,581,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335235, Location: 1 MI S OF FRANKLIN (Lat: 42.323917, Lng: -75.158919), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,384 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,443 (year 2040), Design Load: HS 20, Features Intersected: E BR HANDSOME BRO, Facility Carried by Structure: CR21WALTON-FRNKLN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $997,000, Roadway Improvement Cost: $584,000, Total Project Cost: $1,581,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335237, Location: 0.7 MI SE OF FRANKLIN (Lat: 42.332275, Lng: -75.154286), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 91 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 127 (year 2039), Features Intersected: E HANDSOME BROOK, Facility Carried by Structure: E HANDSOME BRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $177,000, Total Project Cost: $479,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 335237, Location: 0.7 MI SE OF FRANKLIN (Lat: 42.332275, Lng: -75.154286), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 91 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 127 (year 2039), Features Intersected: E HANDSOME BROOK, Facility Carried by Structure: E HANDSOME BRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $177,000, Total Project Cost: $479,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 335239, Location: IN FRANKLIN (Lat: 42.346778, Lng: -75.167031), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 788 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,103 (year 2038), Design Load: HS 25 or greater, Features Intersected: OULEOUT CREEK, Facility Carried by Structure: OTEGO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 95.3 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.35m (14.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,023,000, Roadway Improvement Cost: $599,000, Total Project Cost: $1,622,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 335239, Location: IN FRANKLIN (Lat: 42.346778, Lng: -75.167031), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 788 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,103 (year 2038), Design Load: HS 25 or greater, Features Intersected: OULEOUT CREEK, Facility Carried by Structure: OTEGO STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 95.3 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.35m (14.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,023,000, Roadway Improvement Cost: $599,000, Total Project Cost: $1,622,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 335242, Location: 12 MI E OF LEONTA (Lat: 42.359767, Lng: -75.107008), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 65 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91 (year 2037), Design Load: HS 20, Features Intersected: S BR OULEOUT CRK, Facility Carried by Structure: BLUE SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 77.1 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $794,000, Roadway Improvement Cost: $465,000, Total Project Cost: $1,259,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335242, Location: 12 MI E OF LEONTA (Lat: 42.359767, Lng: -75.107008), Route carried "on" structure: Other road , Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 65 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 91 (year 2037), Design Load: HS 20, Features Intersected: S BR OULEOUT CRK, Facility Carried by Structure: BLUE SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 77.1 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $794,000, Roadway Improvement Cost: $465,000, Total Project Cost: $1,259,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335243, Location: 1.1 MI NE OF LEONTA (Lat: 42.372308, Lng: -75.115303), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 82 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 115 (year 2039), Design Load: HS 20, Features Intersected: OULEOUT CREEK, Facility Carried by Structure: CHAMBERLAIN HL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 19.5m (64.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $545,000, Roadway Improvement Cost: $319,000, Total Project Cost: $864,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335243, Location: 1.1 MI NE OF LEONTA (Lat: 42.372308, Lng: -75.115303), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 82 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 115 (year 2039), Design Load: HS 20, Features Intersected: OULEOUT CREEK, Facility Carried by Structure: CHAMBERLAIN HL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 19.5m (64.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $545,000, Roadway Improvement Cost: $319,000, Total Project Cost: $864,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 337066, Location: 1.6 mi ESE Jct Rt 14 & Rt (Lat: 42.360528, Lng: -75.104911), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 59 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 83 (year 2039), Design Load: HS 25 or greater, Features Intersected: Trib Treadwell CK, Facility Carried by Structure: Pomeroy Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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 minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $153,000, Total Project Cost: $414,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 337066, Location: 1.6 mi ESE Jct Rt 14 & Rt (Lat: 42.360528, Lng: -75.104911), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 59 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 83 (year 2039), Design Load: HS 25 or greater, Features Intersected: Trib Treadwell CK, Facility Carried by Structure: Pomeroy Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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 minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $153,000, Total Project Cost: $414,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous