Jump to a detailed profile or search site with Google Custom Search

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 in Frankfort, NY - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 131960-1969
  • 21980-1989
  • 51990-1999
Average Bridge Daily Traffic in Frankfort, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 56.3%Good
  • 31.3%Satisfactory
  • 6.3%Fair
  • 6.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Excellent
  • 37.5%Very good
  • 25.0%Good
  • 6.3%Satisfactory
  • 18.8%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Very good
  • 37.5%Good
  • 31.3%Satisfactory
  • 6.3%Fair
  • 12.5%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.7%Very good
  • 15.4%Good
  • 23.1%Satisfactory
  • 38.5%Fair
  • 15.4%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Very good
  • 50.0%Good
Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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)

Find on map >>   Show street view

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
Find on map >>   Show street view

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)

Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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)

Find on map >>   Show street view

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
Find on map >>   Show street view

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)

Find on map >>   Show street view

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
Find on map >>   Show street view

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)

Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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
Find on map >>   Show street view

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
Discuss Frankfort, New York (NY) on our hugely popular New York forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2023 Advameg, Inc.