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

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Structure Number: 25A03,  Location: 0.08 MI WEST CO RT 17/17 (Lat: 39.543769,  Lng: -80.144081),  Route carried "on" structure: County highway 1700,  Year Built: 1992,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,100 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LITTLE PAW PAW CREEK,  Facility Carried by Structure: MARION CO RT 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.289,  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: 17.1m (56.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A034,  Location: 0.02 MI SOUTH CO RT 17 (Lat: 39.544050,  Lng: -80.142431),  Route carried "on" structure: County highway 1717,  Year Built: 1992,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 375 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: PAW PAW CREEK,  Facility Carried by Structure: MARION CO RT 17/17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 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: Equal to present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $362,000,  Roadway Improvement Cost: $331,000,  Total Project Cost: $709,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A044,  Location: 0.01 MI NORTH CO RT 25 (Lat: 39.545481,  Lng: -80.143361),  Route carried "on" structure: County highway 2509,  Year Built: 1925,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Features Intersected: LITTLE PAW PAW CREEK,  Facility Carried by Structure: MARION COUNTY 25/9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $432,000 ( Estimate for 2020)

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Structure Number: 25A049,  Location: 0.06 MI NORTH CO RT 17 (Lat: 39.529450,  Lng: -80.121089),  Route carried "on" structure: US 1900,  Year Built: 1968,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 4,700 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,775 (year 2038),  Design Load: HS 20,  Features Intersected: PAW PAW CREEK,  Facility Carried by Structure: US ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.418,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 17.8m (58.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $492,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25A052,  Location: 0.03 MI SOUTH CO RT 19/3 (Lat: 39.531219,  Lng: -80.117069),  Route carried "on" structure: US 1900,  Year Built: 1968,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 4,700 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,775 (year 2038),  Design Load: HS 20,  Features Intersected: PHARAOH RUN,  Facility Carried by Structure: US ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.998,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Serious,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 25A056,  Location: 0.46 MI SOUTH CO RT 19/5 (Lat: 39.550561,  Lng: -80.099039),  Route carried "on" structure: County highway 1906,  Year Built: 1983,  Status: Posted for load,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 155 (year 2041),  Design Load: H 20,  Features Intersected: BRANCH OF PARKER RUN,  Facility Carried by Structure: MARION CO RT 19/6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  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: 8.5m (27.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $409,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber

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Structure Number: 25A076,  Location: 0.02 MI WEST CO RT 17 (Lat: 39.537081,  Lng: -80.138661),  Route carried "on" structure: County highway 3000,  Year Built: 1985,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 375 (year 2039),  Design Load: HS 20,  Features Intersected: PAW PAW CREEK,  Facility Carried by Structure: MARION CO RT 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.927,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A115,  Location: 0.17 MI NORTH CO RT 73/4 (Lat: 39.514700,  Lng: -80.098900),  Route carried "on" structure: County highway 7200,  Year Built: 1966,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 600 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 940 (year 2041),  Design Load: HS 20,  Features Intersected: PRICKETT CREEK,  Facility Carried by Structure: MARION CO RT 72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal 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: October 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 25A116,  Location: 0.01 MI SOUTH CO RT 73/4 (Lat: 39.513239,  Lng: -80.100839),  Route carried "on" structure: County highway 7200,  Year Built: 1988,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,225 (year 2038),  Design Load: HS 20,  Features Intersected: PRICKETT CREEK,  Facility Carried by Structure: MARION CO RT 72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.865,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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: 66.2 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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 25A123,  Location: 0.30 MI NORTH CO RT 73/6 (Lat: 39.518950,  Lng: -80.071331),  Route carried "on" structure: County highway 7400,  Year Built: 1982,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 525 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 650 (year 2036),  Design Load: HS 20,  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: MARION CO RT 74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

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Structure Number: 25A126,  Location: 0.10 MI SOUTH CO RT 73/1 (Lat: 39.522231,  Lng: -80.071419),  Route carried "on" structure: County highway 7400,  Year Built: 1922,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 625 (year 2039),  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: MARION CO. 74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $471,000 ( Estimate for 2021)

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Structure Number: 25A128,  Location: 0.04 MI WEST CO RT 74 (Lat: 39.529069,  Lng: -80.076139),  Route carried "on" structure: County highway 7403,  Year Built: 1995,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: MARION CO RT 74/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

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

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Structure Number: 25A223,  Location: 0.24 MI EAST CO RT 17/12 (Lat: 39.533511,  Lng: -80.127900),  Route carried "on" structure: County highway 1700,  Year Built: 1996,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,680 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK & SOUTHERN RR,  Facility Carried by Structure: MARION CO RT 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.218,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $649,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $804,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A224,  Location: 0.15 MI EAST CO RT 17/12 (Lat: 39.533881,  Lng: -80.128861),  Route carried "on" structure: County highway 1700,  Year Built: 1996,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,675 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: PAW PAW CREEK,  Facility Carried by Structure: MARION CO RT 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.073,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 22.3m (73.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

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

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Structure Number: 25A228,  Location: 0.04 MI EAST U.S. RT 19 (Lat: 39.553239,  Lng: -80.118911),  Route carried "on" structure: County highway 1902,  Year Built: 1997,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 100 (year 2018),  Average Future Daily Traffic: 125 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: PHARAOH RUN,  Facility Carried by Structure: MARION CO RT 19/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A236,  Location: 0.01 MILE NORTH US RT 19 (Lat: 39.529700,  Lng: -80.116600),  Route carried "on" structure: County highway 1984,  Year Built: 1967,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 80 (year 2041),  Design Load: HS 20,  Features Intersected: PHARAOH RUN,  Facility Carried by Structure: MARION CO RT 19/84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  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: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: June 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25A241,  Location: 0.16 MI SOUTH CO RT 19/21 (Lat: 39.543311,  Lng: -80.118939),  Route carried "on" structure: US 1900,  Year Built: 2000,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,050 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,750 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: PHARAOH RUN,  Facility Carried by Structure: US ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.446,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Other

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Structure Number: 25A243,  Location: 0.07 MI NORTH CO RT 19/2 (Lat: 39.553939,  Lng: -80.119689),  Route carried "on" structure: US 1900,  Year Built: 2000,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 2,425 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,975 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: PHARAOH RUN,  Facility Carried by Structure: US ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.637,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Other

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Structure Number: 25A246,  Location: 0.20 MILE NORTH MRN 73/6 (Lat: 39.516869,  Lng: -80.070750),  Route carried "on" structure: County highway 7400,  Year Built: 2001,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 780 (year 2041),  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: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 10.1m (33.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.6m (18.4ft)

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: 53.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A261,  Location: 0.39 MI SOUTH CO RT 73/1 (Lat: 39.518911,  Lng: -80.071669),  Route carried "on" structure: County highway 7400,  Year Built: 2008,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 525 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 650 (year 2037),  Design Load: HL 93,  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: MARION CO RT 74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A097,  Location: 0.01 MI WEST CO RT 37 (Lat: 39.586639,  Lng: -80.110900),  Route carried "on" structure: County highway 3708,  Year Built: 1976,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 10 (year 2019),  Average Future Daily Traffic: 18 (year 2041),  Design Load: H 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: MONONGALIA CR 37/8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 31A107,  Location: 0.05 MI EAST CO RT 45/1 (Lat: 39.573069,  Lng: -80.080450),  Route carried "on" structure: County highway 4500,  Year Built: 1935,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 450 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 607 (year 2041),  Features Intersected: LITTLE INDIAN CREEK,  Facility Carried by Structure: MONONGALIA CR 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $444,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31A108,  Location: 0.05 MI WEST CO RT 45/5 (Lat: 39.564061,  Lng: -80.064611),  Route carried "on" structure: County highway 4500,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 450 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 700 (year 2041),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: MONONGALIA CR 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.895,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.0m (49.2ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $653,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31A111,  Location: 0.14 MI EAST CO RT 45/5 (Lat: 39.562331,  Lng: -80.061711),  Route carried "on" structure: County highway 4500,  Year Built: 1989,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 450 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LITTLE INDIAN CREEK,  Facility Carried by Structure: MONONGALIA CR 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.200,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A116,  Location: 0.07 MI WEST MGL CR 45 (Lat: 39.569039,  Lng: -80.079989),  Route carried "on" structure: County highway 4502,  Year Built: 1974,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 70 (year 2038),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: MONONGALIA CR 45/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $453,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber

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Structure Number: 31A332,  Location: 0.06 miles S of Mon Co 45 (Lat: 39.576800,  Lng: -80.097100),  Route carried "on" structure: US 19,  Year Built: 2019,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,500 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,400 (year 2038),  Design Load: HL 93,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.8m (71.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.3 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25A05,  Location: 0.05 MI SOUTH CR 19/3 (Lat: 39.530511,  Lng: -80.116739),  Route carried "under" structure: US 1900,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 4,700 (year 2019),  Truck Traffic: 5%,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 22.933,  Lanes under structure: 2,  Length of Maximum Span: 11.8m (38.7ft)

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Structure Number: 25A051,  Location: 0.04 MI SOUTH CR 19/3 (Lat: 39.530681,  Lng: -80.116761),  Route carried "under" structure: US 1900,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 4,700 (year 2019),  Truck Traffic: 5%,  Features Intersected: WALKWAY,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 22.949,  Lanes under structure: 2,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 25A057,  Location: 0.02 MI WEST US ROUTE 19 (Lat: 39.522600,  Lng: -80.133639),  Route carried "under" structure: County highway 1907,  Year Built: 1919,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2019),  Features Intersected: WALKWAY,  Facility Carried by Structure: WALKWAY
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 2.672,  Lanes under structure: 2,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 25A058,  Location: 0.01 MI WEST US RT 19 (Lat: 39.522500,  Lng: -80.133481),  Route carried "under" structure: County highway 1907,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2019),  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: NORFOLK & SOUTHERN
Minimum Vertical Clearance: 3.28m (10.76ft),  Kilometerpoint: 2.688,  Lanes under structure: 1,  Length of Maximum Span: 6.6m (21.7ft)

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Structure Number: 25A117,  Location: 0.31 MI NORTH CR 73/4 (Lat: 39.518400,  Lng: -80.091431),  Route carried "under" structure: County highway 7200,  Year Built: 1913,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 9%,  Features Intersected: Marion Co. Rt. 72,  Facility Carried by Structure: MAR CO PARKS TRAIL
Minimum Vertical Clearance: 3.63m (11.91ft),  Kilometerpoint: 3.380,  Lanes under structure: 2,  Length of Maximum Span: 7.9m (25.9ft)