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

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Structure Number: 1375,  Location: 0.45-Rt.795 / 0.80-Rt 704 (Lat: 37.484886,  Lng: -79.165319),  Route carried "on" structure: State highway 130,  Year Built: 1941,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 5,930 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,523 (year 2040),  Design Load: H 15,  Features Intersected: Harris Creek,  Facility Carried by Structure: Elon Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.754,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $708,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,062,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1376,  Location: 0.65 Rt 704/0.60 Rt 795 (Lat: 37.486275,  Lng: -79.166117),  Route carried "on" structure: State highway 130,  Year Built: 1941,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 5,930 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,523 (year 2040),  Features Intersected: Graham Creek,  Facility Carried by Structure: Elon Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.600,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 minimum criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,066,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,599,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1382,  Location: 0.20-Rt 1375/0.20-Rt 679 (Lat: 37.473411,  Lng: -79.150544),  Route carried "on" structure: State highway 130,  Year Built: 1952,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 6,037 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,205 (year 2040),  Features Intersected: NS Railway,  Facility Carried by Structure: Elon Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.682,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $508,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $762,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1446,  Location: 1.20-Rt.814/6.90-Rt.604 (Lat: 37.481003,  Lng: -78.993142),  Route carried "on" structure: County highway 624,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 199 (year 2020),  Average Future Daily Traffic: 219 (year 2040),  Features Intersected: Partridge Creek,  Facility Carried by Structure: Earley Farm Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.125,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $495,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1476,  Location: .65-Rt.656/.32-Rt.657 (Lat: 37.524378,  Lng: -79.138586),  Route carried "on" structure: County highway 636,  Year Built: 1959,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 1,322 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,454 (year 2040),  Design Load: HS 15,  Features Intersected: Harris Creek,  Facility Carried by Structure: High Peak Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.0m (42.7ft),  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: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $720,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1496,  Location: .70-Rt.657/.40-Rt.675 (Lat: 37.521519,  Lng: -79.159814),  Route carried "on" structure: County highway 652,  Year Built: 1980,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 874 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,294 (year 2040),  Features Intersected: Muddy Creek,  Facility Carried by Structure: Cedar Gate Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2022

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Structure Number: 1504,  Location: 0.31-Rt.707/0.01-Rt. 807 (Lat: 37.501133,  Lng: -79.135650),  Route carried "on" structure: County highway 657,  Year Built: 1966,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 448 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 493 (year 2040),  Features Intersected: Harris Creek,  Facility Carried by Structure: Cedar Gate Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.364,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.7m (48.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.2 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: 1511,  Location: 0.00-Rt 648/1.20-Rt 622 (Lat: 37.458186,  Lng: -79.047356),  Route carried "on" structure: County highway 663,  Year Built: 1932,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 203 (year 2019),  Average Future Daily Traffic: 224 (year 2040),  Features Intersected: Beck Creek,  Facility Carried by Structure: Brightwells Mill R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.936,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1514,  Location: .53-Rt 663 / 1.17-Rt 670 (Lat: 37.462297,  Lng: -79.057425),  Route carried "on" structure: County highway 669,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 124 (year 2016),  Average Future Daily Traffic: 141 (year 2040),  Features Intersected: Stovall Creek,  Facility Carried by Structure: Glade Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.128,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.4m (14.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $487,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1521,  Location: .35-Rt.1430/2.37-Rt.652 (Lat: 37.493531,  Lng: -79.152933),  Route carried "on" structure: County highway 675,  Year Built: 1956,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 365 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 450 (year 2040),  Features Intersected: Harris Creek,  Facility Carried by Structure: Winesap Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.271,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $830,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,245,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1522,  Location: 0.03-Rt 795/0.51-Rt 805 (Lat: 37.485358,  Lng: -79.147497),  Route carried "on" structure: County highway 675,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.69m (25.23ft),  Average Daily Traffic: 991 (year 2020),  Average Future Daily Traffic: 1,090 (year 2040),  Features Intersected: NS Railway,  Facility Carried by Structure: Winesap Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.312,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.1 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1524,  Location: 0.09-Rt.1054/0.01-Rt.1048 (Lat: 37.433036,  Lng: -79.111756),  Route carried "on" structure: County highway 681,  Year Built: 1954,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 3,045 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,350 (year 2040),  Features Intersected: Williams Run,  Facility Carried by Structure: Seminole Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.834,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.8 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: Equal to present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $527,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1535,  Location: .15-Rt 705 / .88-Rt 1309 (Lat: 37.472350,  Lng: -79.140444),  Route carried "on" structure: County highway 730,  Year Built: 1980,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 163 (year 2016),  Average Future Daily Traffic: 183 (year 2040),  Features Intersected: Fawn Creek,  Facility Carried by Structure: Oak Grove Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.235,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 51.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 1564,  Location: 0.07-Rt 1203/0.05-Rt 671 (Lat: 37.506642,  Lng: -79.121758),  Route carried "on" structure: County highway 1214,  Year Built: 1932,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 173 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 190 (year 2040),  Features Intersected: Harris Creek,  Facility Carried by Structure: Francis Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 1566,  Location: 0.15-Rt 1349/0.15-Rt 1325 (Lat: 37.477428,  Lng: -79.090375),  Route carried "on" structure: County highway 1348,  Year Built: 1978,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 254 (year 2019),  Average Future Daily Traffic: 295 (year 2040),  Features Intersected: Br Middle F Stovall Crk,  Facility Carried by Structure: Wood Haven Ct.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 51.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 23286,  Location: 0.01-Rt 1212/0.03-Rt 707 (Lat: 37.497953,  Lng: -79.131522),  Route carried "on" structure: County highway 657,  Year Built: 1991,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 575 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 632 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS Railway,  Facility Carried by Structure: Cedar Gate Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.479,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 24498,  Location: .40-Rt 683/.10-Rt 684 (Lat: 37.435547,  Lng: -79.146478),  Route carried "on" structure: County highway 685,  Year Built: 1995,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 765 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 842 (year 2040),  Features Intersected: Buck Branch,  Facility Carried by Structure: River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.230,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 25252,  Location: 0.80-Rt 663/0.40-Rt 613 (Lat: 37.457864,  Lng: -79.036008),  Route carried "on" structure: County highway 648,  Year Built: 1997,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 90 (year 2016),  Average Future Daily Traffic: 140 (year 2040),  Features Intersected: Branch Beck Creek,  Facility Carried by Structure: Beck Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.390,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2022

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Structure Number: 25613,  Location: 0.04-Rt 1216/0.35-Rt 699 (Lat: 37.510631,  Lng: -79.120439),  Route carried "on" structure: County highway 671,  Year Built: 1999,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 1,649 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,814 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS Railway,  Facility Carried by Structure: Five Forks Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.243,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25927,  Location: 2.10-Rt 622/.45-EndStMain (Lat: 37.407875,  Lng: -79.084633),  Route carried "on" structure: State highway 210,  Year Built: 2003,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 6,761 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,465 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 29 NBL&SBL,  Facility Carried by Structure: Colony Road
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 123.056,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.0 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,  Underclear: Equal to present minimum 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: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25929,  Location: .83-Rt 677 / 1.17-Rt 663 (Lat: 37.443350,  Lng: -79.076833),  Route carried "on" structure: County highway 622,  Year Built: 2003,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 1,226 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,349 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 29 Bypass,  Facility Carried by Structure: Galts Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.052,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2593,  Location: 0.21-Rt 130/6.88-Rt 29 (Lat: 37.465772,  Lng: -79.083272),  Route carried "on" structure: Bypass US 29,  Year Built: 2005,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 14,503 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,303 (year 2040),  Features Intersected: South Fork Stovall Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.476,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: July 2021

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Structure Number: 25931,  Location: .10 RT 130 / .35 RT 671 (Lat: 37.464894,  Lng: -79.088067),  Route carried "on" structure: County highway 677,  Year Built: 2003,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,855 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,997 (year 2040),  Design Load: HS 20,  Features Intersected: S Fk Stovalls Creek,  Facility Carried by Structure: Dixie Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 25955,  Location: 1.04-Rt 130/6.05-Rt 29 B (Lat: 37.476981,  Lng: -79.077497),  Route carried "on" structure: Bypass US 29,  Year Built: 2005,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 14,503 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,303 (year 2040),  Features Intersected: Middle Fork Stovall Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.162,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: July 2021

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Structure Number: 25957,  Location: 0.20-Rt.671/0.10-Rt.670 (Lat: 37.472222,  Lng: -79.081111),  Route carried "on" structure: County highway 701,  Year Built: 2005,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 286 (year 2016),  Average Future Daily Traffic: 351 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 29 Bypass,  Facility Carried by Structure: Dogwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25958,  Location: 1.20-Rt 604 / 0.90-Rt 670 (Lat: 37.503978,  Lng: -79.066517),  Route carried "on" structure: County highway 663,  Year Built: 2004,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 669 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 736 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 29 NBL & SBL,  Facility Carried by Structure: Izaak Walton Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.339,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26275,  Location: 1.57-Rt 663/.01-Rt 701 (Lat: 37.467839,  Lng: -79.068919),  Route carried "on" structure: County highway 670,  Year Built: 1999,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 3,233 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,668 (year 2040),  Design Load: HS 20,  Features Intersected: N. Fk. Stovall Creek,  Facility Carried by Structure: Izaak Walton Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.795,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 26276,  Location: .02-Rt701/.58-Rt669 (Lat: 37.467039,  Lng: -79.069775),  Route carried "on" structure: County highway 670,  Year Built: 1999,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,345 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,730 (year 2040),  Design Load: HS 20,  Features Intersected: S. Fk. Stovall Creek,  Facility Carried by Structure: Izaac Walton Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 26709,  Location: 0.54-Rt.334/0.50-Rt.163 (Lat: 37.422019,  Lng: -79.122547),  Route carried "on" structure: State highway 210,  Year Built: 2000,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 4,238 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,662 (year 2040),  Features Intersected: Route 29 Business,  Facility Carried by Structure: Old Town Connector
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  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: 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: 26779,  Location: 1.50-Rt. 29 /0.30-Rt. 677 (Lat: 37.466622,  Lng: -79.092167),  Route carried "on" structure: State highway 130,  Year Built: 2003,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 7,259 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,652 (year 2040),  Features Intersected: South Fork Stovall Creek,  Facility Carried by Structure: Amelon Expressway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.239,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: June 2020

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Structure Number: 26961,  Location: 0.50-Rt.622/1.70-Rt.29BYP (Lat: 37.416236,  Lng: -79.111939),  Route carried "on" structure: State highway 210,  Year Built: 2004,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 6,761 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,465 (year 2040),  Features Intersected: Williams Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,416,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $3,624,000

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Structure Number: 26962,  Location: 1.00-Rt.622/1.20-Rt.29 (Lat: 37.414000,  Lng: -79.103900),  Route carried "on" structure: State highway 210,  Year Built: 2004,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,761 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,465 (year 2040),  Features Intersected: Williams Run Trib.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 27664,  Location: 3.58-Rt29/3.51-Rt130 (Lat: 37.511319,  Lng: -79.065789),  Route carried "on" structure: Bypass US 29,  Year Built: 2005,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 14,503 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,303 (year 2040),  Features Intersected: Branch Patridge Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.46m (37.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,008,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $4,512,000 ( Estimate for 2015)

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Structure Number: 27665,  Location: 2.68-Rt 130/4.41-Rt 29 (Lat: 37.499436,  Lng: -79.067575),  Route carried "on" structure: US 29,  Year Built: 2005,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 14,503 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,303 (year 2040),  Design Load: HS 20,  Features Intersected: North Fork Stovall Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.576,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: July 2021

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Structure Number: 1322,  Location: 0.48-Rt 29N/0.52-Rt 210 (Lat: 37.430511,  Lng: -79.124036),  Route carried "under" structure: Bypass US 29,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 11%,  Features Intersected: Rt. 29 Bus. NBL & SBL,  Facility Carried by Structure: Amherst Hwy.
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 122.027,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.0m (49.2ft)

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Structure Number: 25927,  Location: 2.10-Rt 622/.45-EndStMain (Lat: 37.407875,  Lng: -79.084633),  Route carried "under" structure: US 210,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2012),  Truck Traffic: 11%,  Features Intersected: Route 29 NBL&SBL,  Facility Carried by Structure: Colony Road
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 123.056,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 25929,  Location: .83-Rt 677 / 1.17-Rt 663 (Lat: 37.443350,  Lng: -79.076833),  Route carried "under" structure: Bypass US 29,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 11%,  Features Intersected: Route 29 Bypass,  Facility Carried by Structure: Galts Mill Road
Minimum Vertical Clearance: 10.82m (35.50ft),  Kilometerpoint: 126.757,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 25932,  Location: .20-Rt 677/.20-Rt 670 (Lat: 37.463006,  Lng: -79.083883),  Route carried "under" structure: Bypass US 29,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2012),  Truck Traffic: 9%,  Features Intersected: Route 29 Bypass NBL&SBL,  Facility Carried by Structure: Amelon Expressway
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 25957,  Location: 0.20-Rt.671/0.10-Rt.670 (Lat: 37.472222,  Lng: -79.081111),  Route carried "under" structure: Bypass State highway 29,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: Route 29 Bypass,  Facility Carried by Structure: Dogwood Drive
Minimum Vertical Clearance: 7.87m (25.82ft),  Kilometerpoint: 130.152,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 25958,  Location: 1.20-Rt 604 / 0.90-Rt 670 (Lat: 37.503978,  Lng: -79.066517),  Route carried "under" structure: County highway 29,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2019),  Truck Traffic: 10%,  Features Intersected: Route 29 NBL & SBL,  Facility Carried by Structure: Izaak Walton Road
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 134.464,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 26709,  Location: 0.54-Rt.334/0.50-Rt.163 (Lat: 37.422019,  Lng: -79.122547),  Route carried "under" structure: US 29,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: Route 29 Business,  Facility Carried by Structure: Old Town Connector
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 120.965,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)