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


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 151ft / 45.7mTotal length
  • $8,443,000Total costs
  • 20,075Total average daily traffic
  • 1,200Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lumberport
  • No street view available for this location

New bridges in Lumberport, WV - historical statistics
  • New bridges - historical statistics
  • 31910-1919
  • 51920-1929
  • 21960-1969
  • 21970-1979
  • 21980-1989
  • 11990-1999
  • 12000-2009
Average Bridge Daily Traffic in Lumberport, WV
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 25.0%Good
  • 25.0%Satisfactory
  • 12.5%Fair
  • 37.5%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Good
  • 8.3%Satisfactory
  • 8.3%Fair
  • 50.0%Poor
  • 8.3%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 10.0%Very good
  • 30.0%Good
  • 30.0%Satisfactory
  • 30.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 15.4%Very good
  • 30.8%Good
  • 30.8%Satisfactory
  • 15.4%Fair
  • 7.7%Poor
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Structure Number: 17A005,  Location: 0.02 MI EAST CO RT 3/17 (Lat: 39.396550,  Lng: -80.336519),  Route carried "on" structure: County highway 300,  Year Built: 1915,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,780 (year 2041),  Features Intersected: ROBINSON RUN,  Facility Carried by Structure: HARRISON CO RT 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.732,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $274,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $487,000 ( Estimate for 2021)
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Structure Number: 17A033,  Location: 0.02 MI NORTH CR 6/5 (Lat: 39.384461,  Lng: -80.369939),  Route carried "on" structure: County highway 600,  Year Built: 1920,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 400 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 550 (year 2041),  Features Intersected: JONES CREEK,  Facility Carried by Structure: HARRISON CO RT 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $182,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $347,000 ( Estimate for 2021)
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Structure Number: 17A034,  Location: 0.01 MI NORTH CR 20/7 (Lat: 39.384669,  Lng: -80.380439),  Route carried "on" structure: County highway 600,  Year Built: 1920,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 400 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 550 (year 2041),  Features Intersected: JONES CREEK,  Facility Carried by Structure: HARRISON CO RT 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $485,000 ( Estimate for 2021)
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Structure Number: 17A047,  Location: 0.17 MI EAST CO RT 8/3 (Lat: 39.425219,  Lng: -80.367439),  Route carried "on" structure: County highway 800,  Year Built: 1918,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 340 (year 2041),  Features Intersected: CUNNINGHAM RUN,  Facility Carried by Structure: HARRISON CO RT 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.904,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Superstructure: Poor,  Channel: Fair,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $254,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $488,000 ( Estimate for 2021)
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Structure Number: 17A048,  Location: 0.75 MI EAST CO RT 8/3 (Lat: 39.420339,  Lng: -80.362661),  Route carried "on" structure: County highway 800,  Year Built: 1918,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 340 (year 2041),  Features Intersected: CUNNINGHAM RUN,  Facility Carried by Structure: HARRISON CO RT 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.838,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $453,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17A065,  Location: 0.05 MI SOUTH WV RT 20 (Lat: 39.373569,  Lng: -80.347731),  Route carried "on" structure: County highway 1800,  Year Built: 1979,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 2,200 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,015 (year 2041),  Design Load: HS 20,  Features Intersected: TENMILE CREEK,  Facility Carried by Structure: HARRISON CO RT 18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.906,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $681,000,  Roadway Improvement Cost: $644,000,  Total Project Cost: $1,376,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A106,  Location: 0.04 MI NORTH CO RT 20/69 (Lat: 39.380400,  Lng: -80.342389),  Route carried "on" structure: State highway 2000,  Year Built: 1981,  Status: Open,  Structure Length: 19.35m (63.48ft),  Average Daily Traffic: 6,300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,030 (year 2041),  Design Load: HS 20,  Features Intersected: WEST FORK RIVER & CSX RR,  Facility Carried by Structure: WV ROUTE 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.845,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 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,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 19.35m (63.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $768,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $959,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A107,  Location: 0.18 MI NORTH CO RT 18 (Lat: 39.373939,  Lng: -80.351889),  Route carried "on" structure: State highway 2000,  Year Built: 1980,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 3,300 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,325 (year 2038),  Design Load: HS 20,  Features Intersected: JONES CREEK,  Facility Carried by Structure: WV ROUTE 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.213,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020
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Structure Number: 17A109,  Location: 0.03 MI SOUTH CO RT 20/29 (Lat: 39.367419,  Lng: -80.410339),  Route carried "on" structure: State highway 2000,  Year Built: 1925,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,400 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,150 (year 2038),  Features Intersected: LITTLE TENMILE CREEK,  Facility Carried by Structure: WV ROUTE 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.198,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  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: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,687,000,  Roadway Improvement Cost: $427,000,  Total Project Cost: $2,400,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17A178,  Location: 0.01 MI EAST WV RT 20 (Lat: 39.363481,  Lng: -80.364339),  Route carried "on" structure: County highway 2084,  Year Built: 1925,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 65 (year 2038),  Features Intersected: TENMILE CREEK,  Facility Carried by Structure: HARR CO RT 20/84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $378,000,  Roadway Improvement Cost: $344,000,  Total Project Cost: $871,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17A294,  Location: 0.28 MI SOUTH WV RT 20 (Lat: 39.358861,  Lng: -80.376450),  Route carried "on" structure: County highway 2008,  Year Built: 1996,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 70 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: TENMILE CREEK,  Facility Carried by Structure: HRR CO RT 20/8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17A324,  Location: 0.04 MI SOUTH WV RT 20 (Lat: 39.363850,  Lng: -80.373661),  Route carried "on" structure: County highway 2026,  Year Built: 2004,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 130 (year 2039),  Features Intersected: TENMILE CREEK,  Facility Carried by Structure: HARRISON CR 20/26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A915,  Location: ON HOPE ST, LUMBERPORT WV (Lat: 39.370900,  Lng: -80.347200),  Route carried "on" structure: City street N0915,  Year Built: 1925,  Status: Posted for load,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 75 (year 2019),  Average Future Daily Traffic: 100 (year 2041),  Features Intersected: JONES RUN,  Facility Carried by Structure: HOPE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $577,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17A037,  Location: 0.25 MI SOUTH CR 3/4 (Lat: 39.398000,  Lng: -80.358339),  Route carried "under" structure: County highway 606,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: CONVEYOR BELT,  Facility Carried by Structure: MINE CONVEYOR BELT
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 3.283,  Lanes under structure: 2,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 17A038,  Location: 0.07 MI SOUTH CR 3/4 (Lat: 39.399839,  Lng: -80.359711),  Route carried "under" structure: County highway 606,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 7%,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.573,  Lanes under structure: 2,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 17A039,  Location: 0.06 MI SOUTH CR 3/4 (Lat: 39.399950,  Lng: -80.359661),  Route carried "under" structure: County highway 606,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 7%,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 3.589,  Lanes under structure: 2,  Length of Maximum Span: 15.5m (50.9ft)

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