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

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Structure Number: 25A077,  Location: 0.29 MI WEST CO RT 76/1 (Lat: 39.481619,  Lng: -80.072739),  Route carried "on" structure: County highway 3302,  Year Built: 1990,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 250 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: REUBEN RUN,  Facility Carried by Structure: MARION CO RT 33/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Skew: 6 degrees,  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: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $251,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $493,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A1,  Location: 0.01 MI WEST MARION CR 58 (Lat: 39.456861,  Lng: -80.203161),  Route carried "on" structure: County highway 5600,  Year Built: 1971,  Status: Posted for load,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 2,600 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,000 (year 2041),  Design Load: HS 20,  Features Intersected: BOOTHS CREEK,  Facility Carried by Structure: MARION CO RT 56
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 13.8m (45.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $453,000,  Roadway Improvement Cost: $399,000,  Total Project Cost: $1,084,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25A101,  Location: 0.16 MI NORTH CO RT 58/4 (Lat: 39.434131,  Lng: -80.203681),  Route carried "on" structure: County highway 5800,  Year Built: 1993,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 7,100 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,075 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BOOTHS CREEK,  Facility Carried by Structure: MARION COUNTY 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 19.5m (64.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $368,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A103,  Location: 0.17 MI NORTH CO RT 58/1 (Lat: 39.440461,  Lng: -80.210489),  Route carried "on" structure: County highway 5800,  Year Built: 1977,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,000 (year 2041),  Design Load: HS 20,  Features Intersected: BOOTHS CREEK,  Facility Carried by Structure: MARION CO. RT. 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A105,  Location: 0.31 MI NORTH CO RT 58 (Lat: 39.426750,  Lng: -80.209369),  Route carried "on" structure: County highway 5802,  Year Built: 1990,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 155 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BOOTHS CREEK,  Facility Carried by Structure: MARION CO RT 58/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 19.5m (64.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A108,  Location: 0.03 MI SOUTH CO RT 33 (Lat: 39.487739,  Lng: -80.090811),  Route carried "on" structure: County highway 6800,  Year Built: 1969,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 100 (year 2018),  Average Future Daily Traffic: 125 (year 2038),  Design Load: HS 20,  Features Intersected: PRICKETT CREEK,  Facility Carried by Structure: MARION CO RT 68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.715,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Poor,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 25A111,  Location: 0.05 MI WEST CO RT 33 (Lat: 39.472011,  Lng: -80.080731),  Route carried "on" structure: County highway 6801,  Year Built: 1917,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Features Intersected: PRICKETT CREEK,  Facility Carried by Structure: MARION CO RT 68/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Superstructure: Poor,  Channel: Very good,  Operating Rating: 25.4 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $551,000 ( Estimate for 2020)

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Structure Number: 25A118,  Location: 0.02 MI NORTH CO RT 73/19 (Lat: 39.495319,  Lng: -80.093569),  Route carried "on" structure: County highway 7306,  Year Built: 1923,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 800 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,250 (year 2041),  Features Intersected: PRICKETT CREEK,  Facility Carried by Structure: MARION CO 73/6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $283,000,  Roadway Improvement Cost: $231,000,  Total Project Cost: $618,000 ( Estimate for 2021)

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Structure Number: 25A12,  Location: 0.20 MI NORTH CO RT 58 (Lat: 39.422761,  Lng: -80.198089),  Route carried "on" structure: County highway 7373,  Year Built: 1966,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 10,300 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,070 (year 2041),  Design Load: HS 20,  Features Intersected: I-79 NB & SB,  Facility Carried by Structure: MARION CO RT 73/73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.216,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 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: 24.8m (81.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25A121,  Location: 0.09 MI NORTH CO RT 73/6 (Lat: 39.513989,  Lng: -80.068081),  Route carried "on" structure: County highway 7400,  Year Built: 1995,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 625 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: MARION CO RT 74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019

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Structure Number: 25A127,  Location: 0.15 MI SOUTH CO RT 73/6 (Lat: 39.501681,  Lng: -80.066889),  Route carried "on" structure: County highway 7600,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 350 (year 2019),  Average Future Daily Traffic: 550 (year 2041),  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: MARION CO RT 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.745,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Good,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $499,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber

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Structure Number: 25A134,  Location: 0.12 MI SOUTH CR 72 (Lat: 39.496789,  Lng: -80.094669),  Route carried "on" structure: County highway 7300,  Year Built: 1955,  Status: Posted for load,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 6,700 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,250 (year 2038),  Design Load: H 15,  Features Intersected: PRICKETT CREEK,  Facility Carried by Structure: COUNTY ROUTE 73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 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: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $601,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $788,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25A142,  Location: 1.70 MI NORTH CO RT 64/2 (Lat: 39.472089,  Lng: -80.120689),  Route carried "on" structure: Interstate 7900,  Year Built: 1966,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 23,000 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,280 (year 2041),  Design Load: HS 20,  Features Intersected: WV 310,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.901,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $583,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $968,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25A143,  Location: 1.70 MI NORTH CO RT 64/2 (Lat: 39.472269,  Lng: -80.120819),  Route carried "on" structure: Interstate 7900,  Year Built: 1966,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 23,000 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,280 (year 2041),  Design Load: HS 20,  Features Intersected: WV 310,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.901,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 65.3 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $949,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25A144,  Location: 0.10 MI SOUTH CO RT 33 (Lat: 39.488981,  Lng: -80.091281),  Route carried "on" structure: Interstate 7900,  Year Built: 1968,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 46,000 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 62,560 (year 2041),  Design Load: HS 20,  Features Intersected: PRICKETT CREEK,  Facility Carried by Structure: INTERSTATE 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 223.168,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Fair,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 25A145,  Location: 2.13 MI NORTH WV RT 310 (Lat: 39.489031,  Lng: -80.089539),  Route carried "on" structure: Interstate 7900,  Year Built: 1968,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 23,000 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,280 (year 2041),  Design Load: HS 20,  Features Intersected: Marion County Rt. 33,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 223.329,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $598,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $840,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25A146,  Location: 2.13 MI NORTH WV RT 310 (Lat: 39.489219,  Lng: -80.089550),  Route carried "on" structure: Interstate 7900,  Year Built: 1968,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 23,000 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,280 (year 2041),  Design Load: HS 20,  Features Intersected: Marion County Rt. 33,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 223.329,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 45.4 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $621,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $830,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25A147,  Location: 1.60 MI NORTH CO RT 33 (Lat: 39.504600,  Lng: -80.070600),  Route carried "on" structure: Interstate 7900,  Year Built: 1967,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 22,450 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,530 (year 2041),  Design Load: HS 20,  Features Intersected: Marion County Rt. 76,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 225.904,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $556,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $817,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25A148,  Location: 1.60 MI NORTH CO RT 33 (Lat: 39.504700,  Lng: -80.070800),  Route carried "on" structure: Interstate 7900,  Year Built: 1967,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 22,450 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,530 (year 2041),  Design Load: HS 20,  Features Intersected: Marion County Rt. 76,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 225.904,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $443,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $799,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25A175,  Location: 0.08 MI SOUTH US ROUTE 19 (Lat: 39.483481,  Lng: -80.145550),  Route carried "on" structure: US 25000,  Year Built: 1991,  Status: Open,  Structure Length: 13.37m (43.86ft),  Average Daily Traffic: 15,200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,700 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Coal Run,Lot,Kirk Way,  Facility Carried by Structure: US ROUTE 250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.279,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.72m (45.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,398,000,  Roadway Improvement Cost: $1,879,000,  Total Project Cost: $4,286,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A189,  Location: 0.22 MI NORTH CO RT 19/73 (Lat: 39.479111,  Lng: -80.144069),  Route carried "on" structure: State highway 31000,  Year Built: 1979,  Status: Open,  Structure Length: 33.65m (110.40ft),  Average Daily Traffic: 15,200 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,700 (year 2038),  Design Load: HS 20,  Features Intersected: Mon. River, RR, City Sts,  Facility Carried by Structure: WV ROUTE 310
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.916,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Navigation Control: Yes ( Vertical Clearance: 20.7m (67.9ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 97.4m (319.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 33.65m (110.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $1,098,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,197,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A209,  Location: 0.02 MI SOUTH CO RT 80 (Lat: 39.452461,  Lng: -80.060469),  Route carried "on" structure: County highway 8008,  Year Built: 1921,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 10 (year 2018),  Average Future Daily Traffic: 12 (year 2038),  Features Intersected: PRICKETT CREEK,  Facility Carried by Structure: MARION CO RT 80/8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $454,000 ( Estimate for 2020)

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Structure Number: 25A215,  Location: 0.01 MI SOUTH CO RT 73 (Lat: 39.509250,  Lng: -80.071900),  Route carried "on" structure: County highway 7306,  Year Built: 1960,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 750 (year 2041),  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: MARION CO RT 73/6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 25A216,  Location: 0.05 MI SOUTH CO RT 73/20 (Lat: 39.474931,  Lng: -80.095269),  Route carried "on" structure: County highway 7319,  Year Built: 1992,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SCRATCHERS RUN,  Facility Carried by Structure: MARION CO RT 73/19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 7.3m (24.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A227,  Location: 0.12 MI SOUTH CR 250/79 (Lat: 39.465719,  Lng: -80.158219),  Route carried "on" structure: US 25000,  Year Built: 1996,  Status: Open,  Structure Length: 17.09m (56.07ft),  Average Daily Traffic: 13,200 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,850 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WEST FORK RIVER,  Facility Carried by Structure: US ROUTE 250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.010,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 35.1m (115.2ft)),  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: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A234,  Location: 0.12 MI SOUTH CO RT 33 (Lat: 39.474639,  Lng: -80.085100),  Route carried "on" structure: County highway 3317,  Year Built: 1999,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 80 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: PRICKETT CREEK,  Facility Carried by Structure: MARION CO RT 33/17
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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A24,  Location: 0.17 MI NORTH CO 250/19 (Lat: 39.496319,  Lng: -80.140819),  Route carried "on" structure: US 1900,  Year Built: 2000,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 12,200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Buffalo Crk & Private Rd,  Facility Carried by Structure: US ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.735,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.9m (104.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A242,  Location: 0.09 MI EAST US 19 (Lat: 39.482381,  Lng: -80.140361),  Route carried "on" structure: County highway 1973,  Year Built: 1921,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 38.04m (124.80ft),  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,150 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Mon. Rvr. CSX RR City St,  Facility Carried by Structure: MARION CO 19/73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 12.2m (40.0ft), Horizontal Clearance: 71.9m (235.9ft)),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 85.3m (279.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 38.10m (125.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $20,044,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $22,087,000 ( Estimate for 2020),  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: 25A249,  Location: 0.27 MI SOUTH MRN CO 72/2 (Lat: 39.509300,  Lng: -80.100400),  Route carried "on" structure: County highway 7200,  Year Built: 2002,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,225 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: PRICKETT CREEK,  Facility Carried by Structure: MARION CO RT 72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.398,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 21.3m (69.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A263,  Location: 0.26 MI W OF MAR CO 31/2 (Lat: 39.468211,  Lng: -80.131500),  Route carried "on" structure: State highway 27300,  Year Built: 2006,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 14,300 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,600 (year 2038),  Design Load: HL 93,  Features Intersected: I-79,  Facility Carried by Structure: WV RT 273
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 88.4m (290.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  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: 25A264,  Location: 0.48 MI. W OF MAR CO 31/2 (Lat: 39.471511,  Lng: -80.133769),  Route carried "on" structure: State highway 27300,  Year Built: 2010,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 14,400 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,120 (year 2041),  Design Load: HL 93,  Features Intersected: Pleasant Street,  Facility Carried by Structure: WV RT 273
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Very 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A272,  Location: Fairmont, WV (Lat: 39.482100,  Lng: -80.149200),  Route carried "on" structure: State highway 310,  Year Built: 2017,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 11,100 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,650 (year 2041),  Design Load: HL 93,  Features Intersected: Benoni Avenue & Coal Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.592,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.8 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A276,  Location: 0.07 Mi W of Mar CR 33 (Lat: 39.478369,  Lng: -80.082431),  Route carried "on" structure: County highway 70,  Year Built: 2019,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 100 (year 2018),  Average Future Daily Traffic: 125 (year 2038),  Design Load: HL 93,  Features Intersected: Prickett Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A901,  Location: 0.23 MI NORTH WV RT 310 (Lat: 39.482631,  Lng: -80.142900),  Route carried "on" structure: City street N0510,  Year Built: 1956,  Status: Posted for load,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,500 (year 2041),  Design Load: HS 15,  Features Intersected: Coal Run & Access Road,  Facility Carried by Structure: EVEREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 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: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 11.67m (38.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,971,000,  Roadway Improvement Cost: $672,000,  Total Project Cost: $2,968,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25A12,  Location: 0.20 MI NORTH CO RT 58 (Lat: 39.422761,  Lng: -80.198089),  Route carried "under" structure: Interstate 7900,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 50,400 (year 0018),  Truck Traffic: 18%,  Features Intersected: I-79 NB & SB,  Facility Carried by Structure: MARION CO RT 73/73
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 211.098,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 25A142,  Location: 1.70 MI NORTH CO RT 64/2 (Lat: 39.472069,  Lng: -80.120700),  Route carried "under" structure: State highway 31000,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 14,100 (year 0016),  Truck Traffic: 6%,  Features Intersected: WV 310,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 13.052,  Lanes on structure: 3,  Lanes under structure: 4,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 25A143,  Location: 1.70 MI NORTH CO RT 64/2 (Lat: 39.472269,  Lng: -80.120819),  Route carried "under" structure: State highway 31000,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 0018),  Truck Traffic: 6%,  Features Intersected: WV 310,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 13.052,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 25A145,  Location: 2.13 MI NORTH WV RT 310 (Lat: 39.489039,  Lng: -80.089511),  Route carried "under" structure: County highway 3300,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,850 (year 0016),  Truck Traffic: 9%,  Features Intersected: Marion County Rt. 33,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 25A146,  Location: 2.13 MI NORTH WV RT 310 (Lat: 39.489219,  Lng: -80.089550),  Route carried "under" structure: County highway 3300,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 0018),  Truck Traffic: 9%,  Features Intersected: Marion County Rt. 33,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 25A147,  Location: 1.60 MI NORTH CO RT 33 (Lat: 39.504561,  Lng: -80.070569),  Route carried "under" structure: County highway 7600,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 350 (year 0018),  Truck Traffic: 9%,  Features Intersected: Marion County Rt. 76,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 5.246,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 25A148,  Location: 1.60 MI NORTH CO RT 33 (Lat: 39.504631,  Lng: -80.070811),  Route carried "under" structure: County highway 7600,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 350 (year 0018),  Truck Traffic: 9%,  Features Intersected: Marion County Rt. 76,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 5.246,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 25A189,  Location: 0.22 MI NORTH CO RT 19/73 (Lat: 39.479111,  Lng: -80.144069),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0016),  Features Intersected: Mon. River, RR, City Sts,  Facility Carried by Structure: WV ROUTE 310
Minimum Vertical Clearance: 8.08m (26.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 97.4m (319.6ft)

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Structure Number: 25A189,  Location: 0.22 MI NORTH CO RT 19/73 (Lat: 39.479111,  Lng: -80.144069),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 0016),  Features Intersected: Mon. River, RR, City Sts,  Facility Carried by Structure: WV ROUTE 310
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 97.4m (319.6ft)

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Structure Number: 25A196,  Location: 0.60 MI WEST MAR CR 72/11 (Lat: 39.506681,  Lng: -80.128911),  Route carried "under" structure: County highway 7202,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: COAL CONVEYOR,  Facility Carried by Structure: COAL CONVEYOR
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.966,  Lanes under structure: 2,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 25A242,  Location: 0.09 MI EAST US 19 (Lat: 39.482381,  Lng: -80.140361),  Route carried "under" structure: City street ,  Year Built: 1921,  Structure Length: 0. m,  Average Daily Traffic: 750 (year 0020),  Truck Traffic: 9%,  Features Intersected: Mon. Rvr. CSX RR City St,  Facility Carried by Structure: MARION CO 19/73
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 85.3m (279.9ft)

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Structure Number: 25A242,  Location: 0.09 MI EAST US 19 (Lat: 39.482381,  Lng: -80.140361),  Route carried "under" structure: City street ,  Year Built: 1921,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 0020),  Truck Traffic: 9%,  Features Intersected: Mon. Rvr. CSX RR City St,  Facility Carried by Structure: MARION CO 19/73
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 85.3m (279.9ft)