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

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Structure Number: 19505,  Location: 6.49MTOPULCOL&.65MTO 52 (Lat: 36.946836,  Lng: -80.937333),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 45,537 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 63,752 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.072,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  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: 19507,  Location: .25M TO 613&2.05M TO 121 (Lat: 36.948819,  Lng: -80.916111),  Route carried "on" structure: ServiceCounty highway F044,  Year Built: 1931,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 1,530 (year 2020),  Average Future Daily Traffic: 1,683 (year 2040),  Design Load: H 15,  Features Intersected: REED CREEK,  Facility Carried by Structure: EAST LEE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  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: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.1 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19512,  Location: .90MTO 52 & 1.40M TO 613 (Lat: 36.947481,  Lng: -80.933125),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 45,537 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 63,752 (year 2040),  Design Load: HS 20,  Features Intersected: N&SBL & FO44 OVER STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.474,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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: Febuary 2021

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Structure Number: 19513,  Location: .0M TO F042 & .0M TO FO43 (Lat: 36.936944,  Lng: -80.994397),  Route carried "on" structure: ServiceOther road ,  Year Built: 1985,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 12,286 (year 2017),  Average Future Daily Traffic: 17,938 (year 2040),  Design Load: HS 20,  Features Intersected: I-81 / I-77,  Facility Carried by Structure: FRONTAGE ROAD CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.420,  Lanes on structure: 2,  Lanes under structure: 4,  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: 35.7m (117.1ft),  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: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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

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Structure Number: 19539,  Location: 0.67 TO 629 & 1.69 TO 627 (Lat: 36.918717,  Lng: -80.932239),  Route carried "on" structure: US 52,  Year Built: 1932,  Year Reconstructed: 1950,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,623 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,934 (year 2040),  Design Load: H 20,  Features Intersected: GLADE CREEK,  Facility Carried by Structure: FORT CHISWELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.697,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: March 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $136,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19551,  Location: 2.9M TO 94 & 1.20M TO 619 (Lat: 36.899214,  Lng: -80.910986),  Route carried "on" structure: US 52,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,623 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,934 (year 2040),  Design Load: H 20,  Features Intersected: GALENA CREEK,  Facility Carried by Structure: FORT CHISWELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.463,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $82,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19557,  Location: 0.0M TO 121; 1.23M TO 94 (Lat: 36.945342,  Lng: -80.948567),  Route carried "on" structure: US 52,  Year Built: 1969,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,750 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: IS-81/IS-77/US-11;Stream
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.190,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  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: 19559,  Location: 0.0M TO 121; 1.23M TO 94 (Lat: 36.945386,  Lng: -80.948325),  Route carried "on" structure: US 52,  Year Built: 1969,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,750 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: IS-81/IS-77/US-11;Stream
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.190,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19574,  Location: 0.0 TO RT 81- 8.11 FR CCL (Lat: 36.947797,  Lng: -80.920603),  Route carried "on" structure: Interstate 77,  Year Built: 1978,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 11,720 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 12,892 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.132,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 19578,  Location: 1.56 FR 81-6.72 TO CAR CL (Lat: 36.929783,  Lng: -80.910000),  Route carried "on" structure: Interstate 77,  Year Built: 1978,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 17,408 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,371 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 629
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.911,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $192,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1958,  Location: 6.73 CAR CL & 1.56 TO 81 (Lat: 36.929989,  Lng: -80.909561),  Route carried "on" structure: Interstate 77,  Year Built: 1978,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 17,445 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 24,423 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 629
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.911,  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 or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $157,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19584,  Location: 3.69 TO NCL & 4.61 TO 81 (Lat: 36.897406,  Lng: -80.875214),  Route carried "on" structure: Interstate 77,  Year Built: 1978,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 17,445 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 24,423 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 619 MAJOR GRAHAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.811,  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: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $156,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 19647,  Location: .40M TO750& .40M TO 1009 (Lat: 36.963831,  Lng: -80.952231),  Route carried "on" structure: State highway 121,  Year Built: 1960,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 2,489 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,835 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK,  Facility Carried by Structure: MAX MEADOWS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  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: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 45.4 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $546,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $743,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19673,  Location: 3.41M TO 611 & .03M TO 11 (Lat: 36.965214,  Lng: -80.851756),  Route carried "on" structure: County highway 618,  Year Built: 1961,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.93m (22.74ft),  Average Daily Traffic: 1,580 (year 2016),  Average Future Daily Traffic: 1,770 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 81 / 11,  Facility Carried by Structure: PINNACLE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.92m (22.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 19684,  Location: 1.85MTO629 & .01MTO611 (Lat: 36.950150,  Lng: -80.881000),  Route carried "on" structure: County highway 619,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Posted for load,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 5,644 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 6,208 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 81 / 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.411,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $492,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $672,000 ( Estimate for 2014),  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: 19696,  Location: 1.0M TO 627 & .10M TO 628 (Lat: 36.930733,  Lng: -80.900550),  Route carried "on" structure: County highway 629,  Year Built: 1984,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 718 (year 2017),  Average Future Daily Traffic: 977 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GLADE CREEK,  Facility Carried by Structure: RED HOLLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19708,  Location: .72 M TO 11 & .1 M TO 720 (Lat: 36.932489,  Lng: -81.029178),  Route carried "on" structure: County highway 649,  Year Built: 1932,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 614 (year 2017),  Average Future Daily Traffic: 685 (year 2040),  Design Load: HL 93,  Features Intersected: SPILLER BRANCH,  Facility Carried by Structure: ATKINS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.505,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25461,  Location: .10M TO OLD 94&1.4MTO605 (Lat: 36.891333,  Lng: -80.975331),  Route carried "on" structure: State highway 94,  Year Built: 1999,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,973 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,162 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: IVANHOE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  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: 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 2021

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Structure Number: 25985,  Location: .94 END RTE.&.65M TO 52 (Lat: 36.946567,  Lng: -80.937536),  Route carried "on" structure: ServiceCounty highway F042,  Year Built: 1967,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,132 (year 2020),  Average Future Daily Traffic: 2,345 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: FACTORY OUTLET DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.244,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Febuary 2021

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Structure Number: 25986,  Location: .65M TO 121 & 1.65M TO613 (Lat: 36.947261,  Lng: -80.937058),  Route carried "on" structure: ServiceCounty highway F044,  Year Built: 1967,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,530 (year 2020),  Average Future Daily Traffic: 1,683 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: EAST LEE HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Febuary 2021

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Structure Number: 25987,  Location: .9M TO 52 & 1.14M TO 613 (Lat: 36.948333,  Lng: -80.933369),  Route carried "on" structure: ServiceCounty highway F044,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,530 (year 2020),  Average Future Daily Traffic: 1,683 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: East Lee Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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,  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: 28076,  Location: .27M TO 649&.40MTOENDRTE. (Lat: 36.951222,  Lng: -81.025058),  Route carried "on" structure: County highway 802,  Year Built: 2004,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 644 (year 2017),  Average Future Daily Traffic: 718 (year 2040),  Design Load: HS 20,  Features Intersected: REED BRANCH,  Facility Carried by Structure: KENTS LN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 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: 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: 30857,  Location: 1.11 TO I-77; 1.11 TO 619 (Lat: 36.946569,  Lng: -80.900592),  Route carried "on" structure: Interstate 81,  Year Built: 2021,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 18,077 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 25,308 (year 2040),  Design Load: HL 93,  Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.559,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 30858,  Location: 1.11MTOI77&1.11MTO619 (Lat: 36.946739,  Lng: -80.900600),  Route carried "on" structure: Interstate 81,  Year Built: 2021,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 18,014 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 25,220 (year 2040),  Design Load: HL 93,  Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.030,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 19513,  Location: .0M TO F042 & .0M TO FO43 (Lat: 36.936944,  Lng: -80.994397),  Route carried "under" structure: Interstate 77,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-81 / I-77,  Facility Carried by Structure: FRONTAGE ROAD CONN
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 124.724,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 19557,  Location: 0.0M TO 121; 1.23M TO 94 (Lat: 36.945342,  Lng: -80.948567),  Route carried "under" structure: Interstate 81,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2019),  Truck Traffic: 29%,  Features Intersected: IS-81/IS-77/US-11;Stream,  Facility Carried by Structure: US-52 SBL
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 129.476,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 19559,  Location: 0.0M TO 121; 1.23M TO 94 (Lat: 36.945386,  Lng: -80.948325),  Route carried "under" structure: Interstate 81,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2019),  Truck Traffic: 29%,  Features Intersected: IS-81/IS-77/US-11;Stream,  Facility Carried by Structure: US-52 NBL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 11.472,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 19574,  Location: 0.0 TO RT 81- 8.11 FR CCL (Lat: 36.947797,  Lng: -80.920603),  Route carried "under" structure: Interstate 81,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 2019),  Truck Traffic: 26%,  Features Intersected: I-81,  Facility Carried by Structure: I-77 NBL
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 131.600,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 19576,  Location: 0.0 TO RT 81-8.11CARROL C (Lat: 36.947914,  Lng: -80.921217),  Route carried "under" structure: Interstate 81,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 2019),  Truck Traffic: 26%,  Features Intersected: I-81,  Facility Carried by Structure: I-77 SBL
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 131.504,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.8m (71.5ft)

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Structure Number: 19578,  Location: 1.56 FR 81-6.72 TO CAR CL (Lat: 36.929783,  Lng: -80.910000),  Route carried "under" structure: County highway 629,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 357 (year 2003),  Features Intersected: RTE 629,  Facility Carried by Structure: I-77 SBL
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 3.942,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 1958,  Location: 6.73 CAR CL & 1.56 TO 81 (Lat: 36.929989,  Lng: -80.909561),  Route carried "under" structure: Interstate 629,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 357 (year 2003),  Features Intersected: RTE 629,  Facility Carried by Structure: I-77 NBL
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 3.942,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 19582,  Location: 4.61T0 81; 3.68 TO CAR CL (Lat: 36.897331,  Lng: -80.875658),  Route carried "under" structure: County highway 619,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 73 (year 2003),  Features Intersected: RTE 619,  Facility Carried by Structure: I-77 SBL
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 35.253,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 19584,  Location: 3.69 TO NCL & 4.61 TO 81 (Lat: 36.897406,  Lng: -80.875214),  Route carried "under" structure: County highway 619,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 73 (year 2003),  Features Intersected: RTE 619 MAJOR GRAHAMS RD,  Facility Carried by Structure: I-77 NBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 35.253,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 19673,  Location: 3.41M TO 611 & .03M TO 11 (Lat: 36.965214,  Lng: -80.851756),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 37,000 (year 2017),  Truck Traffic: 25%,  Features Intersected: ROUTE 81 / 11,  Facility Carried by Structure: PINNACLE DR.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 138.374,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 19684,  Location: 1.85MTO629 & .01MTO611 (Lat: 36.950150,  Lng: -80.881000),  Route carried "under" structure: Interstate 81,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 2019),  Truck Traffic: 26%,  Features Intersected: ROUTE 81 / 11,  Facility Carried by Structure: ROUTE 619
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 135.172,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.4m (60.4ft)