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Bridge Statistics for Northfork, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 21Number of bridges
  • 105ft / 32.5mTotal length
  • $6,075,000Total costs
  • 5,218Total average daily traffic
  • 310Total average daily truck traffic
  • 5,226Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Northfork
  • No street view available for this location

New bridges in Northfork, WV - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 21930-1939
  • 21940-1949
  • 11950-1959
  • 21980-1989
  • 21990-1999
  • 92000-2009
  • 22010-2019
Reconstructed bridges in Northfork, WV - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 01990-1999
  • 12000-2009
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.0%Good
  • 30.0%Satisfactory
  • 55.0%Fair
  • 5.0%Poor
  • 5.0%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.3%Good
  • 9.5%Satisfactory
  • 66.7%Fair
  • 9.5%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 5.0%Good
  • 50.0%Satisfactory
  • 25.0%Fair
  • 10.0%Poor
  • 5.0%Serious
  • 5.0%Critical
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 4.8%Excellent
  • 23.8%Very good
  • 47.6%Good
  • 14.3%Satisfactory
  • 4.8%Fair
  • 4.8%Serious
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Structure Number: 24A027,  Location: 0.11 MI W OF CR 52/11 (Lat: 37.385450,  Lng: -81.413039),  Route carried "on" structure: County highway 5220,  Year Built: 1936,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 53 (year 2039),  Features Intersected: ELKHORN CREEK,  Facility Carried by Structure: CR 52/20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A112,  Location: 0.05 MI N OF US 52 (Lat: 37.414661,  Lng: -81.428119),  Route carried "on" structure: County highway 1700,  Year Built: 1921,  Status: Posted for load,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 750 (year 2038),  Features Intersected: ELKHORN CREEK,  Facility Carried by Structure: CR 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Superstructure: Fair,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $750,000,  Total Project Cost: $2,250,000 ( Estimate for 2021)
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Structure Number: 24A152,  Location: 0.01 MI. N. OF CR 52/20 (Lat: 37.386219,  Lng: -81.411300),  Route carried "on" structure: County highway 5211,  Year Built: 1945,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 100 (year 2038),  Design Load: HS 20,  Features Intersected: ELKHORN CREEK,  Facility Carried by Structure: COUNTY ROUTE 52/11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.4m (47.2ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A191,  Location: 0.01 MI E OF CR 17 (Lat: 37.420511,  Lng: -81.408839),  Route carried "on" structure: County highway 1707,  Year Built: 1989,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 90 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 90 (year 2038),  Design Load: HS 20,  Features Intersected: NORTH FORK,  Facility Carried by Structure: COUNTY ROUTE 17/7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A235,  Location: 0.03 MI. E. OF US. 52 (Lat: 37.405189,  Lng: -81.421150),  Route carried "on" structure: County highway 5229,  Year Built: 1940,  Status: Posted for load,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 50 (year 2038),  Features Intersected: ELKHORN CREEK,  Facility Carried by Structure: COUNTY ROUTE 52/29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Serious,  Channel: Good,  Operating Rating: 19.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A241,  Location: 0.03 MI S OF CR 17/9 (Lat: 37.424339,  Lng: -81.415181),  Route carried "on" structure: County highway 1708,  Year Built: 1989,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 80 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 80 (year 2038),  Design Load: HS 20,  Features Intersected: NORTH FORK,  Facility Carried by Structure: CR 17/8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 88.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A242,  Location: 0.06 MI S OF CR 52/19 (Lat: 37.421911,  Lng: -81.441150),  Route carried "on" structure: County highway 600,  Year Built: 1996,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 350 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 350 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: ELKHORN CREEK,  Facility Carried by Structure: CR 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A293,  Location: 0.01 MI NORTH OF US 52 (Lat: 37.416061,  Lng: -81.436250),  Route carried "on" structure: County highway 5219,  Year Built: 2000,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 298 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 298 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: ELKHORN CREEK,  Facility Carried by Structure: CO 52/19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A297,  Location: 0.01 MILE WEST OF CO 17 (Lat: 37.419111,  Lng: -81.425731),  Route carried "on" structure: County highway 1716,  Year Built: 2001,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: NORTH FORK,  Facility Carried by Structure: COUNTY ROUTE 17/16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A299,  Location: 0.11 MI WEST OF CO 17 (Lat: 37.415469,  Lng: -81.429169),  Route carried "on" structure: County highway 1713,  Year Built: 2001,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 250 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: NORTH FORK,  Facility Carried by Structure: CO 17/13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $550,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A3,  Location: 0.01 MI SOUTH OF CO 17 (Lat: 37.409939,  Lng: -81.386339),  Route carried "on" structure: County highway 1705,  Year Built: 2001,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 10 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: NORTH FORK,  Facility Carried by Structure: CO 17/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A301,  Location: 0.01 MILE N. OF US 52 (Lat: 37.415069,  Lng: -81.435469),  Route carried "on" structure: County highway 5298,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 105 (year 2039),  Features Intersected: ELKHORN CREEK,  Facility Carried by Structure: COUNTY ROUTE 52/98
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Critical,  Channel: Serious,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $500,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A302,  Location: 0.01 MI EAST OF CO 17 (Lat: 37.416500,  Lng: -81.394011),  Route carried "on" structure: County highway 1706,  Year Built: 2002,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 20 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 20 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: NORTH FORK,  Facility Carried by Structure: CO 17/6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A306,  Location: 0.02 MILE S OF CO 17 (Lat: 37.419831,  Lng: -81.421739),  Route carried "on" structure: County highway 1711,  Year Built: 2001,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 150 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: NORTH FORK,  Facility Carried by Structure: COUNTY ROUTE 17/11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $600,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A315,  Location: 0.02 MI SOUTH OF CO 17/8 (Lat: 37.422931,  Lng: -81.416219),  Route carried "on" structure: County highway 1700,  Year Built: 2006,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 750 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 750 (year 2039),  Design Load: HL 93,  Features Intersected: NORTH FORK,  Facility Carried by Structure: CO 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A317,  Location: 0.67 MI SOUTH OF CO 17/6 (Lat: 37.418500,  Lng: -81.403869),  Route carried "on" structure: County highway 1700,  Year Built: 2008,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 750 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 750 (year 2039),  Design Load: HL 93,  Features Intersected: NORTH FORK OF ELKHORN CR,  Facility Carried by Structure: COUNTY ROUTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.476,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A325,  Location: 0.01 MI EAST OF CO 52/90 (Lat: 37.401219,  Lng: -81.419361),  Route carried "on" structure: County highway 5290,  Year Built: 2000,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 250 (year 2038),  Features Intersected: ELKHORN CREEK,  Facility Carried by Structure: COUNTY ROUTE 52/90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.96m (3.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $400,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24A329,  Location: 0.04 MI SOUTH OF CO 17/1 (Lat: 37.420061,  Lng: -81.424339),  Route carried "on" structure: County highway 1700,  Year Built: 2010,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 750 (year 2038),  Design Load: HL 93,  Features Intersected: NORTH FORK,  Facility Carried by Structure: COUNTY ROUTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24A347,  Location: 0.03 miles south of cr 17 (Lat: 37.413961,  Lng: -81.389611),  Route carried "on" structure: Other road 90218,  Year Built: 1995,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 40 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 40 (year 2038),  Features Intersected: North Fork,  Facility Carried by Structure: Harp 902/18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 2.7m (8.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 24A366,  Location: 0.01 MILE S OF CR 52/20 (Lat: 37.385881,  Lng: -81.416419),  Route carried "on" structure: Other road 966,  Year Built: 2010,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 30 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 30 (year 2039),  Features Intersected: Elkhorn Creek
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $225,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber
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Structure Number: 24A374,  Location: 0.15 Mile N. of Co. 52/58 (Lat: 37.409719,  Lng: -81.425661),  Route carried "on" structure: County highway 5258,  Year Built: 1930,  Year Reconstructed: 2000,  Status: Posted for load,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 150 (year 2038),  Features Intersected: Elkhorn Creek,  Facility Carried by Structure: County Route 52/58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 2.7m (8.9ft),  Out-to-Out Width: 3.2m (10.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.29m (4.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $550,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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