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

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Structure Number: 28A073,  Location: 0.01 MI. E. OF CR. 19/33 (Lat: 37.309550,  Lng: -81.140581),  Route carried "on" structure: County highway 1919,  Year Built: 1937,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 61 (year 2038),  Features Intersected: SOUTH FORK,  Facility Carried by Structure: CR. 19/19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28A086,  Location: 0.01 MI. N. OF US. 19 (Lat: 37.278481,  Lng: -81.193211),  Route carried "on" structure: County highway 2500,  Year Built: 1987,  Status: Open,  Structure Length: 6.96m (22.83ft),  Average Daily Traffic: 4,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,840 (year 2038),  Design Load: HS 20,  Features Intersected: NORFOLK & SOUTHERN RR,  Facility Carried by Structure: CR. 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.768,  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: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.95m (22.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $9,000,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $10,000,000 ( Estimate for 2020),  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: 28A098,  Location: 0.36 MI. W. OF WV 112 (Lat: 37.310081,  Lng: -81.057269),  Route carried "on" structure: County highway 3805,  Year Built: 1964,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 61 (year 2038),  Design Load: HS 20,  Features Intersected: EAST RIVER,  Facility Carried by Structure: CR 38/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.870,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $450,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28A099,  Location: 0.03 MI W OF WV 112 (Lat: 37.313900,  Lng: -81.054469),  Route carried "on" structure: County highway 3805,  Year Built: 1992,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 61 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: TWELVEMILE CREEK,  Facility Carried by Structure: CR 38/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.401,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 86.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28A113,  Location: 2.12 MI. S. WV.112 (Lat: 37.302000,  Lng: -81.093950),  Route carried "on" structure: Interstate 7700,  Year Built: 1972,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 14.93m (48.98ft),  Average Daily Traffic: 13,300 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 18,886 (year 2038),  Design Load: HS 20,  Features Intersected: East River NSRR CO 38/5,  Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.748,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 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: 41.1m (134.8ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 86.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28A114,  Location: 1.64 MI S OF CR 27 (Lat: 37.313219,  Lng: -81.060011),  Route carried "on" structure: Interstate 7700,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 10,650 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 12,993 (year 2039),  Features Intersected: WV 112,  Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.159,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  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: 22.5m (73.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 28A146,  Location: 0.34 MI S OF CR 25 (Lat: 37.283561,  Lng: -81.167961),  Route carried "on" structure: US 1900,  Year Built: 1974,  Status: Open,  Structure Length: 19.76m (64.83ft),  Average Daily Traffic: 7,950 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,620 (year 2038),  Design Load: HS 20,  Features Intersected: WV 112, NSRR, and East R,  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 19.48m (63.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $12,000,000,  Roadway Improvement Cost: $2,000,000,  Total Project Cost: $14,000,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 28A155,  Location: 0.06 MI. N. OF US 460 (Lat: 37.283569,  Lng: -81.167750),  Route carried "on" structure: US 1900,  Year Built: 1974,  Status: Open,  Structure Length: 20.39m (66.90ft),  Average Daily Traffic: 7,950 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,620 (year 2038),  Design Load: HS 20,  Features Intersected: US 19,  Facility Carried by Structure: US 19 (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.11m (65.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $9,000,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $10,000,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 28A159,  Location: 0.15 MI. W. OF CR.219/1 (Lat: 37.284319,  Lng: -81.125800),  Route carried "on" structure: US 5200,  Year Built: 1969,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 8,300 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,715 (year 2039),  Design Load: HS 20,  Features Intersected: I-77,  Facility Carried by Structure: US. 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.046,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28A162,  Location: 0.06 MI N OF WV 112 RAMP (Lat: 37.313189,  Lng: -81.060331),  Route carried "on" structure: Interstate 7700,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 10,650 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 12,993 (year 2039),  Design Load: HL 93,  Features Intersected: WV 112,  Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.159,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  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: 26.7m (87.6ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 28A166,  Location: 0.13 MI W OF CR 38/5 (Lat: 37.313500,  Lng: -81.056411),  Route carried "on" structure: State highway 11200,  Year Built: 1968,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 750 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 788 (year 2039),  Design Load: HS 20,  Features Intersected: TWELVEMILE CREEK,  Facility Carried by Structure: WV ROUTE 112
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.475,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 28A173,  Location: 0.06 MI N OF CR 19/24 (Lat: 37.308000,  Lng: -81.141650),  Route carried "on" structure: County highway 1933,  Year Built: 1933,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,000 (year 2039),  Features Intersected: SOUTH FORK,  Facility Carried by Structure: CR 19/33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $600,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28A176,  Location: 2.12 MI. S. OF WV. 112 (Lat: 37.301850,  Lng: -81.093861),  Route carried "on" structure: Interstate 7700,  Year Built: 1972,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 14.13m (46.36ft),  Average Daily Traffic: 13,300 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 18,886 (year 2038),  Design Load: HS 20,  Features Intersected: East River,NS RR,CO 38/5,  Facility Carried by Structure: I-77 NB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.748,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 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: 38.7m (127.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28A177,  Location: 0.01 MI. S. OF WV. 123 (Lat: 37.316100,  Lng: -81.135639),  Route carried "on" structure: US 1900,  Year Built: 1977,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 15,900 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,239 (year 2039),  Features Intersected: SOUTH FORK,  Facility Carried by Structure: US. 19 &US. 460
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.856,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021

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Structure Number: 28A302,  Location: 0.19 MI W OF CO 52/25 (Lat: 37.264761,  Lng: -81.240139),  Route carried "on" structure: US 5200,  Year Built: 2001,  Status: Open,  Structure Length: 28.71m (94.19ft),  Average Daily Traffic: 9,800 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,858 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: US 19 & N&S Railroad,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.075,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 53.0m (173.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  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: 28A304,  Location: 0.22 MILES S OF WV 112 (Lat: 37.292739,  Lng: -81.148639),  Route carried "on" structure: County highway 3801,  Year Built: 2000,  Status: Posted for load,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 12 (year 2038),  Design Load: HS 20,  Features Intersected: EAST RIVER,  Facility Carried by Structure: COUNTY ROUTE 38/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  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: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Length Of Structure Improvement: 0.86m (2.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $400,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber

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Structure Number: 28A312,  Location: 0.31 MILE E OF US 460 (Lat: 37.274069,  Lng: -81.164500),  Route carried "on" structure: US 5200,  Year Built: 2002,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 8,300 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,715 (year 2039),  Design Load: HL 93,  Features Intersected: US 460,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.425,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $5,500,000 ( Estimate for 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: 28A313,  Location: 0.31 MILE E OF US 460 (Lat: 37.273831,  Lng: -81.164519),  Route carried "on" structure: US 5200,  Year Built: 2002,  Status: Not yet open,  Structure Length: 6.00m (19.69ft),  Average Future Daily Traffic: 4,358 (year 2039),  Design Load: HL 93,  Features Intersected: US 52 and US 460,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.425,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.98m (19.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000 ( Estimate for 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: 28A323,  Location: 0.01 MI SOUTH OF WV 112 (Lat: 37.313911,  Lng: -81.039881),  Route carried "on" structure: County highway 11202,  Year Built: 1995,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 20 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 24 (year 2039),  Features Intersected: EAST RIVER,  Facility Carried by Structure: CO 112/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  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: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $400,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 28A324,  Location: 1.44 MI NORTH OF CO 29 (Lat: 37.284200,  Lng: -81.172331),  Route carried "on" structure: US 5200,  Year Built: 2009,  Status: Not yet open,  Structure Length: 35.31m (115.85ft),  Design Load: HL 93,  Features Intersected: US 19 WV 112 CR 25 N&SRR,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.960,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  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,  Number Of Approach Spans: 3,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: 28A325,  Location: 1.44 MI NORTH OF CO 29 (Lat: 37.284089,  Lng: -81.172611),  Route carried "on" structure: US 5200,  Year Built: 2009,  Status: Not yet open,  Structure Length: 35.31m (115.85ft),  Design Load: HL 93,  Features Intersected: US19,WV119,CR25,RR, E.Ri,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.960,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  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,  Number Of Approach Spans: 3,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 28A326,  Location: 0.85 MI EAST OF WV 112 (Lat: 37.299439,  Lng: -81.120789),  Route carried "on" structure: County highway 3805,  Year Built: 2009,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 47 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 57 (year 2036),  Design Load: HL 93,  Features Intersected: EAST RIVER,  Facility Carried by Structure: COUNTY ROUTE 38/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 6.4m (21.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 64.4 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: Equal to present minimum criteria,  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 48 months,  Inspection Date: May 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28A328,  Location: 1.25 MILES WEST OF WV 112 (Lat: 37.302881,  Lng: -81.069461),  Route carried "on" structure: County highway 3805,  Year Built: 2009,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 20 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 24 (year 2039),  Design Load: HL 93,  Features Intersected: EAST RIVER,  Facility Carried by Structure: CO 38/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  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: 18.3m (60.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28A906,  Location: 0.02 MI N OF US 19 (Lat: 37.272050,  Lng: -81.217319),  Route carried "on" structure: City street N0160,  Year Built: 1941,  Status: Closed,  Structure Length: 9.76m (32.02ft),  Average Daily Traffic: 450 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 544 (year 2039),  Features Intersected: NS RR,  Facility Carried by Structure: City Street
Minimum Vertical Clearance: 4.12m (13.52ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 43.5m (142.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Imminent failure,  Substructure: Fair,  Underclear: Meets minimum limits,  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: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $6,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $6,500,000 ( Estimate for 2020),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 28A908,  Location: 0.02 MILE WEST OF US 19 (Lat: 37.269069,  Lng: -81.226781),  Route carried "on" structure: City street N0160,  Year Built: 2015,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 2,740 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,315 (year 2038),  Design Load: HL 93,  Features Intersected: N&S RAILWAY,  Facility Carried by Structure: Mercer Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28A054,  Location: 0.12 MI W OF CR 19/33 (Lat: 37.286389,  Lng: -81.164311),  Route carried "under" structure: State highway 11200,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 650 (year 2019),  Truck Traffic: 5%,  Features Intersected: N&S RAILROAD,  Facility Carried by Structure: N&S RAILROAD
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.933,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 28A113,  Location: 2.12 MI. S. WV.112 (Lat: 37.302089,  Lng: -81.094011),  Route carried "under" structure: ServiceCounty highway 3805,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5 (year 0006),  Features Intersected: East River NSRR CO 38/5,  Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 16.76m (54.99ft),  Kilometerpoint: 4.104,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 28A114,  Location: 1.64 MI S OF CR 27 (Lat: 37.313239,  Lng: -81.059981),  Route carried "under" structure: State highway 11200,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 0009),  Truck Traffic: 3%,  Features Intersected: WV 112,  Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 11.153,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 28A12,  Location: 0.08 MI. EAST OF CR 12/5 (Lat: 37.315011,  Lng: -81.052881),  Route carried "under" structure: State highway 11200,  Year Built: 1920,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 4%,  Features Intersected: N S CORPORATION,  Facility Carried by Structure: N S CORPORATION
Minimum Vertical Clearance: 3.51m (11.52ft),  Kilometerpoint: 11.909,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 28A121,  Location: 0.73 MI. EAST OF CR 12/5 (Lat: 37.316181,  Lng: -81.040919),  Route carried "under" structure: State highway 11200,  Year Built: 1920,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 4%,  Features Intersected: N S CORPORATION,  Facility Carried by Structure: N S CORPORATION
Minimum Vertical Clearance: 3.53m (11.58ft),  Kilometerpoint: 12.955,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 28A122,  Location: 0.87 MI W OF CR 38/3 (Lat: 37.314369,  Lng: -81.039581),  Route carried "under" structure: State highway 11200,  Year Built: 1920,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 6%,  Features Intersected: N&S RAILROAD,  Facility Carried by Structure: NS RAILROAD
Minimum Vertical Clearance: 3.53m (11.58ft),  Kilometerpoint: 13.293,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 28A146,  Location: 0.34 MI S OF CR 25 (Lat: 37.283600,  Lng: -81.168000),  Route carried "under" structure: State highway 11200,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 0012),  Truck Traffic: 3%,  Features Intersected: WV 112, NSRR, and East R,  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 28A155,  Location: 0.06 MI. N. OF US 460 (Lat: 37.283561,  Lng: -81.167711),  Route carried "under" structure: State highway 11200,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 0012),  Truck Traffic: 3%,  Features Intersected: US 19,  Facility Carried by Structure: US 19 (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 28A159,  Location: 0.15 MI. W. OF CR.219/1 (Lat: 37.284539,  Lng: -81.125461),  Route carried "under" structure: Interstate 7700,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 0006),  Truck Traffic: 23%,  Features Intersected: I-77,  Facility Carried by Structure: US. 52
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 1.110,  Lanes on structure: 3,  Lanes under structure: 6,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 28A162,  Location: 0.06 MI N OF WV 112 RAMP (Lat: 37.313189,  Lng: -81.060331),  Route carried "under" structure: State highway 11200,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 0009),  Truck Traffic: 3%,  Features Intersected: WV 112,  Facility Carried by Structure: I-77 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 26.7m (87.6ft)

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Structure Number: 28A176,  Location: 2.12 MI. S. OF WV. 112 (Lat: 37.301819,  Lng: -81.093819),  Route carried "under" structure: ServiceCounty highway 3805,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5 (year 0009),  Features Intersected: East River,NS RR,CO 38/5,  Facility Carried by Structure: I-77 NB.
Minimum Vertical Clearance: 16.76m (54.99ft),  Kilometerpoint: 4.104,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 28A302,  Location: 0.19 MI W OF CO 52/25 (Lat: 37.262911,  Lng: -1000.677775),  Route carried "under" structure: Ramp City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0006),  Features Intersected: US 19 & N&S Railroad,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 28A302,  Location: 0.19 MI W OF CO 52/25 (Lat: 37.264761,  Lng: -81.240139),  Route carried "under" structure: US 1900,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 0012),  Truck Traffic: 6%,  Features Intersected: US 19 & N&S Railroad,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 9.81m (32.19ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 28A313,  Location: 0.31 MILE E OF US 460 (Lat: 37.273831,  Lng: -81.163889),  Route carried "under" structure: US 46000,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 0009),  Truck Traffic: 6%,  Features Intersected: US 52 and US 460,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 5,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 28A325,  Location: 1.44 MI NORTH OF CO 29 (Lat: 37.284050,  Lng: -81.172600),  Route carried "under" structure: US 1900,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 0009),  Truck Traffic: 6%,  Features Intersected: US19,WV119,CR25,RR, E.Ri,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 73.2m (240.2ft)

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Structure Number: 28A325,  Location: 1.44 MI NORTH OF CO 29 (Lat: 37.284050,  Lng: -81.172600),  Route carried "under" structure: US 11200,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 0009),  Truck Traffic: 3%,  Features Intersected: US19,WV119,CR25,RR, E.Ri,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 73.2m (240.2ft)

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Structure Number: 28A325,  Location: 1.44 MI NORTH OF CO 29 (Lat: 37.284050,  Lng: -81.172600),  Route carried "under" structure: County highway 2500,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 0009),  Truck Traffic: 6%,  Features Intersected: US19,WV119,CR25,RR, E.Ri,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 14.43m (47.34ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 73.2m (240.2ft)