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Bridge Statistics for Franklin, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Franklin, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 19 meters (62ft) Total costs: $4,235,000 Total average daily traffic: 1,715 Total average daily truck traffic: 70 Total future (year 2017) average daily traffic: 2,107 National Bridge Inventory (NBI) Registered Bridges for Franklin
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 221986, Location: 2.4 MI W VERMONTVILLE (Lat: 44.446214, Lng: -74.112842), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 39 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 47 (year 2023), Features Intersected: NEGRO BROOK, Facility Carried by Structure: MERRILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 73.6 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $80,000, Total Project Cost: $214,000 ( Estimate for 2007) Find on map >>
Structure Number: 333703, Location: 1 MI SOUTH OF ONCHIOTA (Lat: 44.479650, Lng: -74.125247), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 241 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 289 (year 2020), Design Load: HS 25, Features Intersected: NEGRON BROOK, Facility Carried by Structure: OREGON PLAINS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $62,000, Total Project Cost: $167,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333704, Location: 2.2MI SE VERMONTVILLE (Lat: 44.429367, Lng: -74.039786), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 331 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 397 (year 2020), Features Intersected: COLD BROOK, Facility Carried by Structure: FLETCHER FARM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $83,000, Total Project Cost: $222,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 333705, Location: 2.7 KM E OF VERMONTVILLE (Lat: 44.443483, Lng: -74.034789), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 112 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 134 (year 2026), Design Load: HS 25, Features Intersected: COLD BROOK, Facility Carried by Structure: COLD BROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 79.5 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $108,000, Total Project Cost: $290,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333707, Location: 2.6 MI E OF LOON LAKE (Lat: 44.563967, Lng: -74.007647), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 12 (year 2025), Features Intersected: N BR SARANAC RVR, Facility Carried by Structure: GOLDSMITH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.9m (12.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $64,000, Total Project Cost: $172,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 333708, Location: .7 MI N OF ONCHIOTA (Lat: 44.502625, Lng: -74.128275), Route carried "on" structure: City street , Year Built: 1949, Year Reconstructed: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 72 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 86 (year 2025), Design Load: HS 20, Features Intersected: RAINBOW LAKE OUTL, Facility Carried by Structure: KUSHAQUA MUD PD R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2006, Underwater Inspection Date: July 1999, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $64,000, Total Project Cost: $172,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 333709, Location: 2.6 MI NE OF ONCHIOTA (Lat: 44.527383, Lng: -74.103347), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 30 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 36 (year 2017), Design Load: HS 25, Features Intersected: LK.KUSHAQUA OUTLT, Facility Carried by Structure: KUSHAQUA MUD PD R Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.9m (19.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $64,000, Total Project Cost: $172,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 333711, Location: 1 MI SW OF LOON LAKE (Lat: 44.542908, Lng: -74.073028), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 11 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 13 (year 2023), Features Intersected: N BR SARANAC RVR, Facility Carried by Structure: HOWE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.2m (13.8ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $63,000, Total Project Cost: $169,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 333712, Location: 1 MI S OF LOON LAKE (Lat: 44.539350, Lng: -74.051356), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 50 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 60 (year 2017), Features Intersected: N B SARANAC RIVER, Facility Carried by Structure: THATCHERVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $63,000, Total Project Cost: $169,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 333803, Location: 6.2 MI NW OF LOON LAKE (Lat: 44.605311, Lng: -74.154408), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 40 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 53 (year 2025), Features Intersected: HATCH BROOK, Facility Carried by Structure: CR26 NYTR99 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $150,000, Total Project Cost: $402,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333804, Location: 1 MI SE OF LOON LAKE (Lat: 44.540694, Lng: -74.045703), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 335 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 447 (year 2025), Features Intersected: N BR SARANAC RVR, Facility Carried by Structure: COUNTY ROAD 26 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $220,000, Total Project Cost: $590,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333824, Location: 4.6 MI E OF VERMONTVILLE (Lat: 44.437247, Lng: -73.974428), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 219 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 263 (year 2018), Features Intersected: SARANAC RIVER, Facility Carried by Structure: FRANKLIN FALLS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2006, Underwater Inspection Date: July 2003, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $236,000, Total Project Cost: $633,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333825, Location: 6.2 MI SE OF VERMONTVILLE (Lat: 44.428289, Lng: -73.944233), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 203 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 244 (year 2025), Features Intersected: LINCOLN BROOK, Facility Carried by Structure: CR 48 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.7m (2.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $236,000, Total Project Cost: $633,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 336936, Location: 1.75 MI NE VERMONTVILLE (Lat: 44.473878, Lng: -74.052847), Route carried "on" structure: City street , Year Built: 1927, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 22 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 26 (year 2019), Features Intersected: LYON BROOK, Facility Carried by Structure: SINKHOLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $86,000, Total Project Cost: $230,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Franklin, NY, New York, All US cities.
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