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

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Structure Number: 9034,  Location: 3.16 fr Brunswick Cty. (Lat: 36.731761,  Lng: -77.608883),  Route carried "on" structure: US 58,  Year Built: 1969,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,523 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,334 (year 2040),  Design Load: HS 20,  Features Intersected: Maclins Creek,  Facility Carried by Structure: Pleasant Shade Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 652.137,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 9044,  Location: 4.84 fr 629./0.95 Emporia (Lat: 36.674769,  Lng: -77.556494),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 37,055 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 51,877 (year 2040),  Design Load: HS 20,  Features Intersected: Branch Falling Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.642,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: 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: April 2020

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Structure Number: 9049,  Location: 2.14 fr 58/0.49 to 614 (Lat: 36.727269,  Lng: -77.526408),  Route carried "on" structure: Interstate 95,  Year Built: 1981,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 15,706 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 21,988 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Three Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.351,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 905,  Location: 2.14 fr US58/0.50 to 614 (Lat: 36.727144,  Lng: -77.526158),  Route carried "on" structure: Interstate 95,  Year Built: 1981,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 15,828 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 22,159 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Three Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.351,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9056,  Location: 0.39 MI FR SUSSEX COUNTY (Lat: 36.751494,  Lng: -77.486106),  Route carried "on" structure: US 301,  Year Built: 1928,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,950 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,571 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Otterdam Swamp,  Facility Carried by Structure: Sussex Drive NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.709,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 77.1 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9059,  Location: 3.82 MI FR NCL EMPORIA (Lat: 36.745456,  Lng: -77.497097),  Route carried "on" structure: US 301,  Year Built: 1954,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,950 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,571 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX Railroad,  Facility Carried by Structure: Sussex Drive NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.528,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  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: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $750,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 906,  Location: 0.39 MI TO SUSSEX COUNTY (Lat: 36.751600,  Lng: -77.486286),  Route carried "on" structure: US 301,  Year Built: 1955,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,950 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,571 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Otterdam Swamp,  Facility Carried by Structure: Sussex Drive SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.709,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $225,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Other

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Structure Number: 9061,  Location: 1.55 MI FROM NCL EMPORIA (Lat: 36.725175,  Lng: -77.526889),  Route carried "on" structure: US 301,  Year Built: 1958,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 2,464 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,451 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 95 NBL Ramp,  Facility Carried by Structure: Sussex Drive SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.820,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  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: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $840,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9063,  Location: 0.66 MI. SCL EMPORIA (Lat: 36.664181,  Lng: -77.556350),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 1,098 (year 2014),  Average Future Daily Traffic: 1,273 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 95,  Facility Carried by Structure: Ramp to Route 301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.467,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.16m (36.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,210,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,814,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9066,  Location: 0.39 MI FROM I-95 RAMPS (Lat: 36.672414,  Lng: -77.551011),  Route carried "on" structure: US 301,  Year Built: 1969,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,047 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,100 (year 2040),  Design Load: HS 20,  Features Intersected: Falling Run,  Facility Carried by Structure: Skippers Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.631,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Febuary 2022

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Structure Number: 9067,  Location: 2.34 MI FR US 58 BYPASS (Lat: 36.726925,  Lng: -77.525092),  Route carried "on" structure: US 301,  Year Built: 1954,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 2,464 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,451 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Three Creek,  Facility Carried by Structure: Sussex Drive NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.173,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Other

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Structure Number: 9068,  Location: 2.34 fr 58/3.20 to Sussex (Lat: 36.727028,  Lng: -77.525578),  Route carried "on" structure: US 301,  Year Built: 1958,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 2,464 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,451 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Three Creek,  Facility Carried by Structure: Sussex Drive SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.166,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9083,  Location: 0.50 fr 301/1.98 to 627 (Lat: 36.721031,  Lng: -77.532475),  Route carried "on" structure: County highway 610,  Year Built: 1958,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 804 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 996 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 95,  Facility Carried by Structure: Slagles Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.99m (26.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $566,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 9087,  Location: 0.02 MI TO EMPORIA CL (Lat: 36.686708,  Lng: -77.558092),  Route carried "on" structure: County highway 611,  Year Built: 1959,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 3,431 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,774 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 95,  Facility Carried by Structure: Dry Bread Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.987,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.7m (51.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $705,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $987,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 9093,  Location: 0.17 to US301/0.53 fr 617 (Lat: 36.733153,  Lng: -77.521483),  Route carried "on" structure: County highway 614,  Year Built: 1981,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 1,064 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,490 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 95,  Facility Carried by Structure: Otterdam Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.294,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 9095,  Location: 0.4 Mile from Route 301 (Lat: 36.723706,  Lng: -77.520400),  Route carried "on" structure: County highway 616,  Year Built: 1974,  Status: Posted for load,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 92 (year 2017),  Average Future Daily Traffic: 103 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Three Creek,  Facility Carried by Structure: Moonlight Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 24.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9098,  Location: 2.55 TO 606 / 0.60 TO 681 (Lat: 36.728472,  Lng: -77.554483),  Route carried "on" structure: County highway 619,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,040 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,144 (year 2040),  Design Load: HS 20,  Features Intersected: Maclins Creek,  Facility Carried by Structure: Purdy Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.665,  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: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: January 2021

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Structure Number: 9103,  Location: 0.78 MI.FR.INT.RTE. 711 (Lat: 36.633206,  Lng: -77.512033),  Route carried "on" structure: County highway 622,  Year Built: 1974,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 421 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 463 (year 2040),  Design Load: HS 20,  Features Intersected: Mill Swamp,  Facility Carried by Structure: Little Low Ground
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.076,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $162,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 9109,  Location: 0.30 MI TO INT. RTE. 650 (Lat: 36.655314,  Lng: -77.590844),  Route carried "on" structure: County highway 627,  Year Built: 1952,  Status: Open,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 1,819 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,001 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Fountains Creek,  Facility Carried by Structure: Brink Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.501,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 40.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $452,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 911,  Location: 0.42 fr 650/1.58 to 301 (Lat: 36.671253,  Lng: -77.556503),  Route carried "on" structure: County highway 627,  Year Built: 1959,  Status: Open,  Structure Length: 8.39m (27.53ft),  Average Daily Traffic: 2,414 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,479 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 95,  Facility Carried by Structure: Brink Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.442,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.6m (67.6ft),  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: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $752,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,053,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 9112,  Location: .15 to 301/1.66 from 650 (Lat: 36.673450,  Lng: -77.552881),  Route carried "on" structure: County highway 627,  Year Built: 1959,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,414 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,479 (year 2040),  Design Load: HS 20,  Features Intersected: Falling Run,  Facility Carried by Structure: Brink Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.313,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.4 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: Febuary 2021

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Structure Number: 9136,  Location: 0.10 Mi.Fr.Int.Rte. 627 (Lat: 36.673878,  Lng: -77.553533),  Route carried "on" structure: County highway 688,  Year Built: 1932,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 16 (year 2017),  Average Future Daily Traffic: 18 (year 2040),  Features Intersected: Falling Run,  Facility Carried by Structure: Falling Run Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.298,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $150,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 914,  Location: 0.00 SCL Emp/Greens Line (Lat: 36.673275,  Lng: -77.543106),  Route carried "on" structure: County highway 730,  Year Built: 1974,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,724 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,896 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Falling Run,  Facility Carried by Structure: Low Ground Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.927,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 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: January 2022

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Structure Number: 20218,  Location: 0.66 TO 58BUS/0.17 TO 58 (Lat: 36.697314,  Lng: -77.523150),  Route carried "on" structure: County highway 611,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,693 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,862 (year 2040),  Design Load: HS 20,  Features Intersected: Metcalf Creek,  Facility Carried by Structure: Davis Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  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: 40.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: March 2020

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Structure Number: 2022,  Location: 0.19TILLAR ST0.05CENTER S (Lat: 36.684942,  Lng: -77.537608),  Route carried "on" structure: County highway 692,  Year Built: 1965,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 2,654 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,267 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Meherrin River,  Facility Carried by Structure: Hickford Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.6 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20222,  Location: 0.80NORTH STA0072SUNSD RD (Lat: 36.701533,  Lng: -77.529033),  Route carried "on" structure: County highway 614,  Year Built: 1979,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,281 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,409 (year 2040),  Design Load: HS 20,  Features Intersected: Metcalf Creek,  Facility Carried by Structure: Reese Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  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: 38.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 20223,  Location: 0.85 MI. TO INT. US 301 (Lat: 36.702728,  Lng: -77.549756),  Route carried "on" structure: US 58,  Year Built: 1958,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 15,547 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 16,808 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 658.322,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $1,720,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $2,408,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20225,  Location: 1.00 fr I-95/1.90to 58Bus (Lat: 36.704819,  Lng: -77.535053),  Route carried "on" structure: Bypass US 58,  Year Built: 1987,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 6,830 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,563 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 659.690,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 20227,  Location: .10 fr 301/1.80 to 58 Bus (Lat: 36.704703,  Lng: -77.533742),  Route carried "on" structure: Bypass US 58,  Year Built: 1987,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 6,830 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,563 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Halifax Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 659.835,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 84.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: 20229,  Location: .50 fr 301/1.40 to 58 Bus (Lat: 36.702589,  Lng: -77.528175),  Route carried "on" structure: Bypass US 58,  Year Built: 1987,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 6,830 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,563 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Reese Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 660.366,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  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: 20231,  Location: 1.00 to301/.90 fr58 Bus (Lat: 36.698539,  Lng: -77.520781),  Route carried "on" structure: Bypass US 58,  Year Built: 1987,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 6,504 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,106 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Davis St & NF&D Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 661.170,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

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: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 20233,  Location: .30 fr 301/1.60 to 58 Bus (Lat: 36.702994,  Lng: -77.529103),  Route carried "on" structure: Bypass US 58,  Year Built: 1987,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 6,830 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,563 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 660.269,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 20238,  Location: .86 SCL /.08 NCL Emporia (Lat: 36.699464,  Lng: -77.551339),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 17,824 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 24,954 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.506,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20239,  Location: .86 SCL /.08 NCL Emporia (Lat: 36.699281,  Lng: -77.551203),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 19,231 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 26,923 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.506,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2024,  Location: 0.41 TO 58 / 1.11SCL-EMPO (Lat: 36.689553,  Lng: -77.541386),  Route carried "on" structure: US 301,  Year Built: 1970,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 13,794 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,312 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Meherrin River,  Facility Carried by Structure: North Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.574,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,575,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,363,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23377,  Location: 1.8m.to58Bus 0.10mito301 (Lat: 36.704428,  Lng: -77.533781),  Route carried "on" structure: Bypass US 58,  Year Built: 1993,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 6,830 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,563 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Halifax Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 659.835,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.0 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: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23381,  Location: 1.00 to301/.90 fr58 Bus (Lat: 36.698414,  Lng: -77.521094),  Route carried "on" structure: Bypass US 58,  Year Built: 1993,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 6,504 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,106 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Davis St & NF&D Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 661.170,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 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: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23385,  Location: .30 fr 301/1.60 to 58 Bus (Lat: 36.702767,  Lng: -77.529258),  Route carried "on" structure: Bypass US 58,  Year Built: 1993,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 6,830 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,563 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 660.269,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23387,  Location: 1.00 mi fr 95/1.90 to58 B (Lat: 36.704536,  Lng: -77.535161),  Route carried "on" structure: Bypass US 58,  Year Built: 1993,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 6,830 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,563 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 659.690,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23388,  Location: 0.50 fr 301/1.40 to 58 Bu (Lat: 36.702381,  Lng: -77.528378),  Route carried "on" structure: Bypass US 58,  Year Built: 1992,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 6,830 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,563 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Reese Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 660.366,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  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: 27433,  Location: 0.15REESE ST/0.15NCL EMPO (Lat: 36.710806,  Lng: -77.522822),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 537 (year 1987),  Average Future Daily Traffic: 1,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: SUNNYSIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 98.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 75.7 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing