Bridge Statistics for Wytheville, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 19515,  Location: .22M TO 656 & 1.51M TO771 (Lat: 36.942608,  Lng: -81.135267),  Route carried "on" structure: US 11,  Year Built: 1931,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 1,401 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,961 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK,  Facility Carried by Structure: Lee Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.781,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.47m (27.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19516,  Location: .40FRWCLWYTH;8.11TORT90 (Lat: 36.942472,  Lng: -81.135744),  Route carried "on" structure: US 11,  Year Built: 1954,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 1,401 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,961 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK,  Facility Carried by Structure: WEST LEE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.767,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.52m (37.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19524,  Location: 2.7M TO 11 & 5.8M TO 690 (Lat: 36.904844,  Lng: -81.112569),  Route carried "on" structure: US 21,  Year Built: 1932,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,942 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,236 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: GRAYSON TPK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.505,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $112,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19536,  Location: 1.4M TO 11 & 2.8M TO 81 (Lat: 36.928119,  Lng: -81.093514),  Route carried "on" structure: US 21,  Year Built: 1932,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,942 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,236 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK,  Facility Carried by Structure: GRAYSON TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.815,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19538,  Location: .75MTO680&6.80MTOBLANDCOL (Lat: 36.976808,  Lng: -81.187919),  Route carried "on" structure: US 52,  Year Built: 1975,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 809 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 890 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STONY FORK CK,  Facility Carried by Structure: STONY FORK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.960,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $131,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19543,  Location: .09M TO 680 & 4.5 M TO 81 (Lat: 36.968303,  Lng: -81.178889),  Route carried "on" structure: US 52,  Year Built: 1930,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,152 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,163 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: STONEY FORK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.650,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 78.0 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: Better than present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19544,  Location: 3.25M TO 81 & 1.0M TO 680 (Lat: 36.966956,  Lng: -81.165772),  Route carried "on" structure: US 52,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,152 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,163 (year 2040),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: STONEY FORK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.444,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $73,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19561,  Location: 4.04TO81& 1.34MTOBLANDCO (Lat: 37.007317,  Lng: -81.100250),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 12,968 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 18,155 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ST. LUKE'S RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.727,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19563,  Location: 4.05MTO81&1.34MTOBLANDCO. (Lat: 37.007233,  Lng: -81.100436),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 12,669 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 17,737 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ST. LUKE'S RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.727,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19565,  Location: 1.63MTO81&3.76MTOBLANDC.L (Lat: 36.981878,  Lng: -81.071700),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 12,968 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,155 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.026,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 50.8 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: 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: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $764,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $1,026,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Other

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Structure Number: 19566,  Location: 1.65MTO81&3.74MTOBLANDC.L (Lat: 36.981936,  Lng: -81.072036),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 12,669 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 17,737 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.447,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.8 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: 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: 8.05m (26.41ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $35,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Other

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Structure Number: 19573,  Location: 2.81MTO81&2.58MTOBLANDCOL (Lat: 36.996647,  Lng: -81.082564),  Route carried "on" structure: Interstate 77,  Year Built: 1968,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 12,968 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 18,155 (year 2040),  Design Load: H 20,  Features Intersected: N&SBL OVER COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.281,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 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: Febuary 2021

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Structure Number: 19614,  Location: 0.14M TO 11; 0.39M TO 81 (Lat: 36.940583,  Lng: -81.152253),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 11.11m (36.45ft),  Average Daily Traffic: 224 (year 2020),  Average Future Daily Traffic: 315 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.042,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.13m (36.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $423,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19616,  Location: 1.47M TO 11 & 1.82M TO 52 (Lat: 36.950672,  Lng: -81.129428),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 11,215 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,701 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.649,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19618,  Location: 1.47M TO 11 & 1.82M TO 52 (Lat: 36.950908,  Lng: -81.129561),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 11,055 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,477 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST RIDGE RD.
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 111.037,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $228,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19621,  Location: .39M TO 11 & 2.9M TO 52 (Lat: 36.944222,  Lng: -81.148094),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 16.77m (55.02ft),  Average Daily Traffic: 11,055 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,477 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.789,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.76m (54.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $415,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19628,  Location: 1.4M TO 11 & 1.89M TO 52 (Lat: 36.950347,  Lng: -81.130431),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,215 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,701 (year 2040),  Design Load: H 20,  Features Intersected: NBL&SBL OVER STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.941,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.5 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: December 2020

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Structure Number: 19652,  Location: 2.85M TO659&.65MTO 600 (Lat: 37.001825,  Lng: -81.075478),  Route carried "on" structure: County highway 603,  Year Built: 1982,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 423 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 465 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COVE CREEK,  Facility Carried by Structure: SMITH HOLLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.599,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19654,  Location: 1.95MTO600S&1.55MTO659 (Lat: 36.986461,  Lng: -81.076194),  Route carried "on" structure: County highway 603,  Year Built: 1969,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 423 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 465 (year 2040),  Design Load: HS 20,  Features Intersected: COVE CREEK,  Facility Carried by Structure: COVE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.541,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 19655,  Location: 1.6MTO659&1.9MTO600S (Lat: 36.986864,  Lng: -81.075272),  Route carried "on" structure: County highway 603,  Year Built: 1969,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 423 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 465 (year 2040),  Design Load: HS 20,  Features Intersected: RT 77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.650,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.4 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: Better than present minimum criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $82,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 19702,  Location: .16MTOSCLWYTVL&.10MTO696 (Lat: 36.934094,  Lng: -81.072969),  Route carried "on" structure: County highway 640,  Year Built: 1982,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 556 (year 2020),  Average Future Daily Traffic: 612 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK,  Facility Carried by Structure: BARRETT MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.290,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $319,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19719,  Location: 2.1M TO 667 & .00M TO 653 (Lat: 36.902444,  Lng: -81.151086),  Route carried "on" structure: County highway 654,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 142 (year 2017),  Average Future Daily Traffic: 201 (year 2040),  Design Load: HS 20,  Features Intersected: SHUFFLE RUN,  Facility Carried by Structure: Berea Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 19721,  Location: .6M TO 667 & 1.5M TO 653 (Lat: 36.918075,  Lng: -81.145481),  Route carried "on" structure: County highway 654,  Year Built: 1932,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 288 (year 2017),  Average Future Daily Traffic: 415 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TATE RUN,  Facility Carried by Structure: BEREA RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  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: 10.4m (34.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19724,  Location: 1.10M TO653&1.00M TO 667 (Lat: 36.914678,  Lng: -81.150297),  Route carried "on" structure: County highway 654,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 288 (year 2017),  Average Future Daily Traffic: 415 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TATE RUN 2,  Facility Carried by Structure: BEREA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $107,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19726,  Location: 1.3M TO 667 & .90M TO 684 (Lat: 36.913969,  Lng: -81.126056),  Route carried "on" structure: County highway 655,  Year Built: 1971,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 124 (year 2017),  Average Future Daily Traffic: 151 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STUFFLE RUN,  Facility Carried by Structure: HIGH BRIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19728,  Location: .82M TO 710 & .10M TO 52 (Lat: 36.962417,  Lng: -81.134122),  Route carried "on" structure: City street 656,  Year Built: 1949,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 314 (year 1989),  Truck Traffic: 4%,  Average Future Daily Traffic: 471 (year 2039),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: August 2021

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Structure Number: 19729,  Location: .0MTO600&.60MTOENDMAINT. (Lat: 37.010033,  Lng: -81.094050),  Route carried "on" structure: County highway 658,  Year Built: 1932,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 14 (year 2016),  Average Future Daily Traffic: 16 (year 2040),  Features Intersected: COVE CREEK,  Facility Carried by Structure: O'DELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 19732,  Location: .40M TO 11 & .00M TO F039 (Lat: 36.935925,  Lng: -81.166528),  Route carried "on" structure: County highway 663,  Year Built: 1963,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 118 (year 2017),  Average Future Daily Traffic: 172 (year 2040),  Design Load: H 15,  Features Intersected: INTERSTATE 81,  Facility Carried by Structure: BISHOP THOMAS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.025,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.11m (26.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $156,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19735,  Location: 1.10 FR 662-2.10 TO 711 (Lat: 36.954453,  Lng: -81.178850),  Route carried "on" structure: County highway 664,  Year Built: 1932,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 464 (year 2017),  Average Future Daily Traffic: 520 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STONY FORK,  Facility Carried by Structure: GLADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.998,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 15.2m (49.9ft),  Right: 15.2m (49.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  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: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19739,  Location: .70M TO 656 & .00M TO 655 (Lat: 36.929269,  Lng: -81.132606),  Route carried "on" structure: County highway 667,  Year Built: 1975,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 709 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 780 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK,  Facility Carried by Structure: OLD STAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.619,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19756,  Location: .25M TO 52 & 2.0M TO 666 (Lat: 36.963694,  Lng: -81.179739),  Route carried "on" structure: County highway 680,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 363 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 508 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STONY CREEK,  Facility Carried by Structure: BLACK LICK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.440,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2235,  Location: .46MTO11&.79MTO ECL WYTHV (Lat: 36.945531,  Lng: -81.046708),  Route carried "on" structure: ServiceCounty highway F042,  Year Built: 1986,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 2,396 (year 2019),  Average Future Daily Traffic: 3,594 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY,  Facility Carried by Structure: CHAPMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.9m (147.3ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 86.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22351,  Location: 0.0MECLWYTVL&.56MTO649 (Lat: 36.945808,  Lng: -81.032489),  Route carried "on" structure: ServiceCounty highway F042,  Year Built: 1986,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 2,073 (year 2020),  Average Future Daily Traffic: 2,280 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $285,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $403,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22352,  Location: .46MTO81&.79MTOECLWYTH. (Lat: 36.946139,  Lng: -81.045525),  Route carried "on" structure: ServiceCounty highway F043,  Year Built: 1985,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 1,935 (year 2019),  Average Future Daily Traffic: 2,902 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY,  Facility Carried by Structure: NYE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22353,  Location: .28MTO649&0.0MTOECLWYTVL (Lat: 36.946289,  Lng: -81.031947),  Route carried "on" structure: ServiceCounty highway F043,  Year Built: 1985,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 1,675 (year 2020),  Average Future Daily Traffic: 1,842 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $407,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22354,  Location: .02MTOF042&.01M TO F043 (Lat: 36.945861,  Lng: -81.047886),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,550 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-81 / I-77,  Facility Carried by Structure: LOVERS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.594,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: 22358,  Location: 0.10 FR. INT W JEFFERSON (Lat: 36.938289,  Lng: -81.088147),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,150 (year 1991),  Average Future Daily Traffic: 1,725 (year 2039),  Design Load: HS 20,  Features Intersected: NS RAILWAY,  Facility Carried by Structure: SOUTH 20th STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Railroad,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $176,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2236,  Location: 1.56M TO 52 & 1.58M TO 11 (Lat: 36.964025,  Lng: -81.072694),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 14,084 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 19,718 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEPPERS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.331,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22362,  Location: 1.56M TO 52 & 1.58M TO 11 (Lat: 36.964264,  Lng: -81.072467),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 14,100 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 19,740 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEPPERS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.331,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $422,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $582,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22364,  Location: 1.82M TO 656 & 2.0M TO 77 (Lat: 36.959842,  Lng: -81.099200),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 11,215 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,701 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 21/52 (N 4th St)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.349,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $423,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay