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

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Structure Number: 20438,  Location: 0004BRUCE ST 0008LEWIS ST (Lat: 38.446839,  Lng: -78.871331),  Route carried "on" structure: US 11,  Year Built: 1960,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,769 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,877 (year 2040),  Features Intersected: BLACKS RUN,  Facility Carried by Structure: SOUTH LIBERTY ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.240,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 20.4m (66.9ft)

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,  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: November 2021

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Structure Number: 20439,  Location: 0.03MARKET ST0.03WATER ST (Lat: 38.449125,  Lng: -78.870758),  Route carried "on" structure: US 11,  Year Built: 1992,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 2,769 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,877 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN,  Facility Carried by Structure: SOUTH LIBERTY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.967,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to 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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2044,  Location: .02ELZBTH ST& .06WOLFE ST (Lat: 38.451031,  Lng: -78.870217),  Route carried "on" structure: US 11,  Year Built: 1932,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 2,031 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,843 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.790,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  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: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.9m (48.9ft)

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: 73.5 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,  Waterway Adequacy: 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: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 20441,  Location: 0.32 CANTREL -0.25 BURGES (Lat: 38.437981,  Lng: -78.851058),  Route carried "on" structure: US 33,  Year Built: 1960,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 13,340 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,676 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.294,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $275,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20443,  Location: .32 CANTREL - .83 BURGESS (Lat: 38.437883,  Lng: -78.851242),  Route carried "on" structure: US 33,  Year Built: 1960,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 13,340 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,676 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.334,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $170,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20445,  Location: .02LIBRTY ST & .04HIGH ST (Lat: 38.449783,  Lng: -78.871306),  Route carried "on" structure: US 33,  Year Built: 1992,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 4,116 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,762 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN,  Facility Carried by Structure: WEST MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.269,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to 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: Epoxy Overlay,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20446,  Location: .04 TO CNTRL-.02 TO I-81R (Lat: 38.441178,  Lng: -78.853544),  Route carried "on" structure: US 33,  Year Built: 1960,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 7,915 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,785 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY & CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.763,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $675,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $975,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20447,  Location: 0.04 CNTRL-0.02 I81S RAMP (Lat: 38.441128,  Lng: -78.853725),  Route carried "on" structure: US 33,  Year Built: 1960,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 7,915 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,785 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY & CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.763,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $330,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 20448,  Location: 1.17 TO 11 - 1.45 TO 253 (Lat: 38.412681,  Lng: -78.891094),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 24,411 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 34,175 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 394.833,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $37,000,  Total Project Cost: $40,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20449,  Location: 1.17 TO 11 - 1.45 TO 253 (Lat: 38.412531,  Lng: -78.890969),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 24,272 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 33,981 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 394.366,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 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 desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $39,000,  Total Project Cost: $41,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2045,  Location: 1.06 RT 11 - 1.55 RT 253 (Lat: 38.411778,  Lng: -78.892850),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 24,411 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 34,175 (year 2040),  Design Load: HS 20,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 394.623,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.2m (66.3ft),  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: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20451,  Location: 1.06 RT 11 - 1.55 RT 253 (Lat: 38.411539,  Lng: -78.892900),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 24,272 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 33,981 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 394.157,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  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: 89.8 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 desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20456,  Location: 0.44 TO 81- 0.23 TO 11 (Lat: 38.402489,  Lng: -78.907628),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 3,412 (year 2020),  Average Future Daily Traffic: 4,093 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 391.888,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $117,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 20463,  Location: 0.24 TO 33 - 3.54 TO 11 (Lat: 38.439636,  Lng: -78.848136),  Route carried "on" structure: Interstate 81,  Year Built: 1960,  Status: Open,  Structure Length: 6.48m (21.26ft),  Average Daily Traffic: 22,128 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 30,979 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY & CTY CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 399.933,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20465,  Location: 0.24 TO 33 - 3.54 TO 11 (Lat: 38.439514,  Lng: -78.847969),  Route carried "on" structure: Interstate 81,  Year Built: 1960,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 22,172 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 31,041 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY & CTY CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 399.466,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 72.6 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20467,  Location: 0.98 RT 11 - 0.06 RT 659 (Lat: 38.431175,  Lng: -78.875350),  Route carried "on" structure: State highway 331,  Year Built: 1972,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 500 (year 1985),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TRIB BLACKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.234,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.5 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 20468,  Location: 0.56 RT 659 - 0.48 RT 11 (Lat: 38.437097,  Lng: -78.870131),  Route carried "on" structure: State highway 331,  Year Built: 1972,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 500 (year 1985),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TRIB BLACKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.5 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 23343,  Location: 0.35 RT 780 - 0.15 RT 753 (Lat: 38.540569,  Lng: -78.846275),  Route carried "on" structure: State highway 42,  Year Built: 1991,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 4,955 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,938 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LINVILLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.589,  Lanes on 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: 21.3m (69.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23344,  Location: 0.35 RT 780 - 0.15 RT 753 (Lat: 38.540469,  Lng: -78.846086),  Route carried "on" structure: State highway 42,  Year Built: 1992,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 4,955 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,938 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LINVILLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 377.552,  Lanes on 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: 21.3m (69.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24007,  Location: 0.60 RT 42 - 0.70 RT 753 (Lat: 38.522433,  Lng: -78.849908),  Route carried "on" structure: County highway 721,  Year Built: 1994,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 631 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 694 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIB LINVILLE CREEK,  Facility Carried by Structure: LINVILLE EDOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.321,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 24033,  Location: 0004S LIB ST 0004S MAIN S (Lat: 38.447489,  Lng: -78.870136),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 695 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 766 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN,  Facility Carried by Structure: WEST BRUCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $275,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24556,  Location: 0.25 RT 331 - 0.75 RT 331 (Lat: 38.435286,  Lng: -78.866236),  Route carried "on" structure: State highway 331,  Year Built: 1995,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 400 (year 1998),  Average Future Daily Traffic: 1,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-81,  Facility Carried by Structure: JMU-CARRIER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24631,  Location: 0.1 MI RTE 42 (Lat: 38.468661,  Lng: -78.868383),  Route carried "on" structure: County highway 763,  Year Built: 1992,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 6,505 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,107 (year 2040),  Features Intersected: TRIB. BLACKS RUN,  Facility Carried by Structure: MT. CLINTON PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Channel: Good,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 24838,  Location: 0006N MAIN ST0009JEFF ST (Lat: 38.457017,  Lng: -78.863733),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 3,011 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,395 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN,  Facility Carried by Structure: WEST WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

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: 76.2 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 minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25051,  Location: 0.01 N LIBRTY-0.03 N MAIN (Lat: 38.453489,  Lng: -78.868258),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 4,610 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,545 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN,  Facility Carried by Structure: WEST GAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.8m (48.6ft)

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

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Structure Number: 25243,  Location: 0020S MAIN ST0002S HIGH S (Lat: 38.443472,  Lng: -78.877839),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 3,886 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,275 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN,  Facility Carried by Structure: WEST GRACE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26021,  Location: 1.60 RT 42 - 0.03 RT 910 (Lat: 38.545881,  Lng: -78.871536),  Route carried "on" structure: County highway 780,  Year Built: 1999,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 32 (year 2018),  Average Future Daily Traffic: 36 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JOES CREEK,  Facility Carried by Structure: SHAVER MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.549,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  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 desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 26294,  Location: 0002D MILL CT0015CNTRLL A (Lat: 38.439708,  Lng: -78.856286),  Route carried "on" structure: County highway 710,  Year Built: 1998,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 18,053 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,274 (year 2040),  Features Intersected: SIBERT'S CREEK,  Facility Carried by Structure: RESERVIOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.8m (78.1ft)

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

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Structure Number: 26297,  Location: 0.02EASTOVER DR-0.35 331 (Lat: 38.435686,  Lng: -78.854744),  Route carried "on" structure: City street 710,  Year Built: 1999,  Status: Open,  Structure Length: 12.05m (39.53ft),  Average Daily Traffic: 18,053 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,274 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-81,  Facility Carried by Structure: RESERVOIR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.04m (39.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,000,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $3,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27348,  Location: 0.30 RT 704E-0.25 RT 704W (Lat: 38.384647,  Lng: -78.890256),  Route carried "on" structure: County highway 679,  Year Built: 2002,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 3,084 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,318 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PLEASANT RUN,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  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 desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 27512,  Location: 0.01 E JNSON-0.01 W JNSON (Lat: 38.455847,  Lng: -78.864811),  Route carried "on" structure: US 11,  Year Built: 2002,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 7,329 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,342 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN,  Facility Carried by Structure: N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 423.650,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 27544,  Location: 0.36 RT 839 -.02 RAMBLWD (Lat: 38.418292,  Lng: -78.884083),  Route carried "on" structure: City street 726,  Year Built: 2012,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,251 (year 2035),  Design Load: HL 93,  Features Intersected: I-81,  Facility Carried by Structure: STONE SPRING RD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.0m (170.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 29038,  Location: 0.05 RT 721 - 0.11 RT 859 (Lat: 38.525128,  Lng: -78.861383),  Route carried "on" structure: State highway 42,  Year Built: 1988,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 9,911 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,652 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST FORK LINVILLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 375.557,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 30104,  Location: 0.60 RTE 11 (Lat: 38.421400,  Lng: -78.890200),  Route carried "on" structure: City street 280,  Year Built: 2012,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BLACKS RUN & NS RR,  Facility Carried by Structure: STONE SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.9m (101.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 31127,  Location: 0.48 RT 11 0.87 SCL HARR (Lat: 38.402258,  Lng: -78.900397),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 8,200 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,298 (year 2035),  Design Load: HL 93,  Features Intersected: BLACKS RUN,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 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: Equal to present minimum criteria,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 15819,  Location: 0.33 RT 11 - 0.42 81 NBL (Lat: 38.481428,  Lng: -78.811178),  Route carried "under" structure: Interstate 81,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 21,387 (year 2008),  Truck Traffic: 12%,  Features Intersected: I-81
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 405.677,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 15821,  Location: 0.33 RT 11 - 0.42 81 NBL (Lat: 38.481611,  Lng: -78.810092),  Route carried "under" structure: Interstate 81,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 21,387 (year 2008),  Truck Traffic: 12%,  Features Intersected: I-81
Minimum Vertical Clearance: 6.41m (21.03ft),  Kilometerpoint: 405.693,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 16047,  Location: 0.46 RT 988 - 0.60 RT 11 (Lat: 38.377142,  Lng: -78.918856),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 45,881 (year 2008),  Truck Traffic: 12%,  Features Intersected: I-81,  Facility Carried by Structure: CECIL WAMPLER RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 389.555,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1607,  Location: 0.24 RT 11 - 0.02 RT F238 (Lat: 38.494806,  Lng: -78.800467),  Route carried "under" structure: Interstate 81,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 42,775 (year 2008),  Truck Traffic: 12%,  Features Intersected: I-81,  Facility Carried by Structure: TRINITY CHURCH RD
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 406.948,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.9m (65.3ft)

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Structure Number: 20402,  Location: 0.18 RTE 11-0.05 RTE 973 (Lat: 38.404178,  Lng: -78.904925),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 56,000 (year 2018),  Truck Traffic: 24%,  Features Intersected: I-81,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 396.715,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 20406,  Location: 0.50 RT11-0.12FOREST HILL (Lat: 38.429711,  Lng: -78.875600),  Route carried "under" structure: Interstate 81,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 29,110 (year 1994),  Features Intersected: I-81,  Facility Carried by Structure: PORT REPUBLIC ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 20408,  Location: 0.11 RT 720N-0.01 RT F238 (Lat: 38.453275,  Lng: -78.834739),  Route carried "under" structure: Interstate 81,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2018),  Truck Traffic: 24%,  Features Intersected: I-81,  Facility Carried by Structure: Old Furnace Road
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 400.319,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 20414,  Location: 0004S HIGH ST0008S MAIN S (Lat: 38.444006,  Lng: -78.875461),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1994),  Features Intersected: BLKS RN/NS RR/CHS'PK DR,  Facility Carried by Structure: MLK Jr Way
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 20441,  Location: 0.32 CANTREL -0.25 BURGES (Lat: 38.437981,  Lng: -78.851058),  Route carried "under" structure: Interstate 81,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 57,000 (year 2018),  Truck Traffic: 24%,  Features Intersected: I-81,  Facility Carried by Structure: ROUTE 33 WBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 399.145,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.9m (68.6ft)

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Structure Number: 20443,  Location: .32 CANTREL - .83 BURGESS (Lat: 38.437883,  Lng: -78.851242),  Route carried "under" structure: Interstate 81,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 57,000 (year 2018),  Truck Traffic: 24%,  Features Intersected: I-81,  Facility Carried by Structure: ROUTE 33 EBL
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 399.112,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.9m (68.6ft)

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Structure Number: 20456,  Location: 0.44 TO 81- 0.23 TO 11 (Lat: 38.402489,  Lng: -78.907628),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 56,000 (year 2018),  Truck Traffic: 24%,  Features Intersected: I-81
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 392.499,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)