Bridge Statistics for Roanoke, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 170Number of bridges
- 2,178ft / 664mTotal length
- $775,717,000Total costs
- 2,926,683Total average daily traffic
- 167,438Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Roanoke
- No street view available for this location
- New bridges - historical statistics
- 61920-1929
- 131930-1939
- 51940-1949
- 51950-1959
- 491960-1969
- 381970-1979
- 191980-1989
- 221990-1999
- 52000-2009
- 72010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 21970-1979
- 71980-1989
- 51990-1999
- 52000-2009
- 42010-2019
- Bridge Condition - Deck
- 5.4%Very good
- 46.2%Good
- 37.6%Satisfactory
- 10.8%Fair
- Bridge Condition - Superstructure
- 10.3%Very good
- 42.3%Good
- 28.9%Satisfactory
- 17.5%Fair
- 1.0%Poor
- Bridge Condition - Substructure
- 2.1%Very good
- 45.4%Good
- 39.2%Satisfactory
- 13.4%Fair
- Bridge Condition - Channel
- 11.3%Very good
- 35.0%Good
- 40.0%Satisfactory
- 12.5%Fair
- 1.3%Poor
- Bridge Condition - Culverts
- 3.7%Very good
- 44.4%Good
- 51.9%Satisfactory
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Structure Number: 21634, Location: 0.01 MI LOUDEN AVE (Lat: 37.276289, Lng: -79.948417), Route carried "on" structure: City street , Year Built: 1932, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,775 (year 2020), Average Future Daily Traffic: 3,052 (year 2040), Features Intersected: TROUT RUN, Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $20,000, Total Project Cost: $211,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21634, Location: 0.01 MI LOUDEN AVE (Lat: 37.276289, Lng: -79.948417), Route carried "on" structure: City street , Year Built: 1932, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,775 (year 2020), Average Future Daily Traffic: 3,052 (year 2040), Features Intersected: TROUT RUN, Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $20,000, Total Project Cost: $211,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21635, Location: 0.6 24TH ST (Lat: 37.282425, Lng: -79.976322), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 9,073 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,151 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH, Facility Carried by Structure: SHENANDOAH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $20,000, Total Project Cost: $54,000 ( Estimate for 2021)
Structure Number: 21635, Location: 0.6 24TH ST (Lat: 37.282425, Lng: -79.976322), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 9,073 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,151 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH, Facility Carried by Structure: SHENANDOAH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $20,000, Total Project Cost: $54,000 ( Estimate for 2021)
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Structure Number: 21637, Location: 0038SHENAN AV (Lat: 37.275022, Lng: -80.000956), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,463 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 2,917 (year 2033), Features Intersected: PETERS CREEK, Facility Carried by Structure: WESTSIDE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $620,000, Total Project Cost: $620,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21637, Location: 0038SHENAN AV (Lat: 37.275022, Lng: -80.000956), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,463 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 2,917 (year 2033), Features Intersected: PETERS CREEK, Facility Carried by Structure: WESTSIDE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $620,000, Total Project Cost: $620,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21638, Location: 0072FRANK RD (Lat: 37.263861, Lng: -79.956622), Route carried "on" structure: Business City street , Year Built: 2010, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,464 (year 1980), Truck Traffic: 5%, Average Future Daily Traffic: 3,500 (year 2032), Features Intersected: ROANOKE RIVER, Facility Carried by Structure: Wiley Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $2,000, Total Project Cost: $12,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21638, Location: 0072FRANK RD (Lat: 37.263861, Lng: -79.956622), Route carried "on" structure: Business City street , Year Built: 2010, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,464 (year 1980), Truck Traffic: 5%, Average Future Daily Traffic: 3,500 (year 2032), Features Intersected: ROANOKE RIVER, Facility Carried by Structure: Wiley Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $2,000, Total Project Cost: $12,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21643, Location: 0063460 0001MASON RD (Lat: 37.293117, Lng: -79.923019), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 3.27m (10.73ft), Average Daily Traffic: 5,500 (year 1985), Average Future Daily Traffic: 9,000 (year 2033), Design Load: HS 20, Features Intersected: TINKER CREEK, Facility Carried by Structure: 13TH 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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $20,000, Total Project Cost: $182,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 21643, Location: 0063460 0001MASON RD (Lat: 37.293117, Lng: -79.923019), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 3.27m (10.73ft), Average Daily Traffic: 5,500 (year 1985), Average Future Daily Traffic: 9,000 (year 2033), Design Load: HS 20, Features Intersected: TINKER CREEK, Facility Carried by Structure: 13TH 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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $20,000, Total Project Cost: $182,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 21644, Location: 0002GDN CTY R (Lat: 37.247558, Lng: -79.920194), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2009, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 1981), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2033), Features Intersected: GARNAND BRANCH, Facility Carried by Structure: ROSE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.72m (48.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Other
Structure Number: 21644, Location: 0002GDN CTY R (Lat: 37.247558, Lng: -79.920194), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2009, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 1981), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2033), Features Intersected: GARNAND BRANCH, Facility Carried by Structure: ROSE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.72m (48.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Other
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Structure Number: 21646, Location: 0004GDN CTY B (Lat: 37.244164, Lng: -79.919886), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 350 (year 1981), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2034), Design Load: HS 20, Features Intersected: Granand Branch, Facility Carried by Structure: Craig Robertson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $16,000, Total Project Cost: $64,000 ( Estimate for 2020), Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 21646, Location: 0004GDN CTY B (Lat: 37.244164, Lng: -79.919886), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 350 (year 1981), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2034), Design Load: HS 20, Features Intersected: Granand Branch, Facility Carried by Structure: Craig Robertson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $16,000, Total Project Cost: $64,000 ( Estimate for 2020), Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 21647, Location: 003817TH ST 0017ECL RKE (Lat: 37.278031, Lng: -79.912264), Route carried "on" structure: City street , Year Built: 1932, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,799 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,015 (year 2040), Features Intersected: TINKER CREEK, Facility Carried by Structure: WISE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $107,300,000, Total Project Cost: $107,300,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21647, Location: 003817TH ST 0017ECL RKE (Lat: 37.278031, Lng: -79.912264), Route carried "on" structure: City street , Year Built: 1932, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,799 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,015 (year 2040), Features Intersected: TINKER CREEK, Facility Carried by Structure: WISE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $107,300,000, Total Project Cost: $107,300,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21648, Location: 0013BRAM AVE (Lat: 37.254553, Lng: -79.976353), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 238 (year 1992), Truck Traffic: 2%, Average Future Daily Traffic: 354 (year 2033), Features Intersected: MURRAY RUN, Facility Carried by Structure: PERSINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than 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: $119,000, Roadway Improvement Cost: $20,000, Total Project Cost: $139,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21648, Location: 0013BRAM AVE (Lat: 37.254553, Lng: -79.976353), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 238 (year 1992), Truck Traffic: 2%, Average Future Daily Traffic: 354 (year 2033), Features Intersected: MURRAY RUN, Facility Carried by Structure: PERSINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than 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: $119,000, Roadway Improvement Cost: $20,000, Total Project Cost: $139,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21649, Location: 0001GAR C BVD (Lat: 37.245717, Lng: -79.919817), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 1981), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2033), Features Intersected: GARNAND BRANCH, Facility Carried by Structure: THOMASON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $22,000, Total Project Cost: $22,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21649, Location: 0001GAR C BVD (Lat: 37.245717, Lng: -79.919817), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 1981), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2033), Features Intersected: GARNAND BRANCH, Facility Carried by Structure: THOMASON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $22,000, Total Project Cost: $22,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21652, Location: 0002E 24TH ST (Lat: 37.283303, Lng: -79.976144), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 4,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH, Facility Carried by Structure: CENTRE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $31,000, Total Project Cost: $31,000 ( Estimate for 2017)
Structure Number: 21652, Location: 0002E 24TH ST (Lat: 37.283303, Lng: -79.976144), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 4,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH, Facility Carried by Structure: CENTRE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $31,000, Total Project Cost: $31,000 ( Estimate for 2017)
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Structure Number: 21653, Location: 0.4 MI From Orange Ave (Lat: 37.277708, Lng: -79.923733), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 1995, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 6,970 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,773 (year 2040), Features Intersected: LICK RUN, Facility Carried by Structure: HOLLINS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21653, Location: 0.4 MI From Orange Ave (Lat: 37.277708, Lng: -79.923733), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 1995, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 6,970 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,773 (year 2040), Features Intersected: LICK RUN, Facility Carried by Structure: HOLLINS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21655, Location: 0044HLNS RD (Lat: 37.296025, Lng: -79.918914), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 2,000 (year 1987), Truck Traffic: 5%, Average Future Daily Traffic: 4,000 (year 2033), Design Load: HS 20, Features Intersected: TINKER CREEK, Facility Carried by Structure: MASON MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $20,000, Total Project Cost: $231,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21655, Location: 0044HLNS RD (Lat: 37.296025, Lng: -79.918914), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 2,000 (year 1987), Truck Traffic: 5%, Average Future Daily Traffic: 4,000 (year 2033), Design Load: HS 20, Features Intersected: TINKER CREEK, Facility Carried by Structure: MASON MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $20,000, Total Project Cost: $231,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21656, Location: 0.01 MI FROM RTE 116 (Lat: 37.252581, Lng: -79.925697), Route carried "on" structure: City street , Year Built: 1943, Year Reconstructed: 2014, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 4,948 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,443 (year 2040), Design Load: HL 93, Features Intersected: ROANOKE RIVER, Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.9m (68.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: October 2020, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $1,000, Total Project Cost: $59,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
Structure Number: 21656, Location: 0.01 MI FROM RTE 116 (Lat: 37.252581, Lng: -79.925697), Route carried "on" structure: City street , Year Built: 1943, Year Reconstructed: 2014, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 4,948 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,443 (year 2040), Design Load: HL 93, Features Intersected: ROANOKE RIVER, Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.9m (68.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: October 2020, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $1,000, Total Project Cost: $59,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
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Structure Number: 21662, Location: 0010220 BUS 0010220 BP (Lat: 37.250017, Lng: -79.956967), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 12,550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 12,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: ORE BRANCH, Facility Carried by Structure: WONJU ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Out-to-Out Width: 43.9m (144.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $12,000, Total Project Cost: $12,000 ( Estimate for 2020)
Structure Number: 21662, Location: 0010220 BUS 0010220 BP (Lat: 37.250017, Lng: -79.956967), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 12,550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 12,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: ORE BRANCH, Facility Carried by Structure: WONJU ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Out-to-Out Width: 43.9m (144.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $12,000, Total Project Cost: $12,000 ( Estimate for 2020)
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Structure Number: 21663, Location: 1.60 Rt 116;2.90 Rte 117 (Lat: 37.267936, Lng: -79.966364), Route carried "on" structure: US 11, Year Built: 1963, Year Reconstructed: 1984, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 10,344 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,401 (year 2040), Design Load: HS 20, Features Intersected: VIRGINIA AVE O NS RWY, Facility Carried by Structure: 13th St S.W.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.465, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.4m (63.6ft), 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: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $20,000, Total Project Cost: $173,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Other, Deck Protection: Other
Structure Number: 21663, Location: 1.60 Rt 116;2.90 Rte 117 (Lat: 37.267936, Lng: -79.966364), Route carried "on" structure: US 11, Year Built: 1963, Year Reconstructed: 1984, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 10,344 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,401 (year 2040), Design Load: HS 20, Features Intersected: VIRGINIA AVE O NS RWY, Facility Carried by Structure: 13th St S.W.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.465, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.4m (63.6ft), 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: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $20,000, Total Project Cost: $173,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Other, Deck Protection: Other
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Structure Number: 21664, Location: 0163220 0223WCL ROAN (Lat: 37.267469, Lng: -79.969158), Route carried "on" structure: US 11, Year Built: 1926, Status: Open, Structure Length: 22.01m (72.21ft), Average Daily Traffic: 10,344 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,401 (year 2040), Features Intersected: ROANOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.513, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 22.86m (75.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $10,000, Total Project Cost: $393,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21664, Location: 0163220 0223WCL ROAN (Lat: 37.267469, Lng: -79.969158), Route carried "on" structure: US 11, Year Built: 1926, Status: Open, Structure Length: 22.01m (72.21ft), Average Daily Traffic: 10,344 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,401 (year 2040), Features Intersected: ROANOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.513, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 22.86m (75.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $10,000, Total Project Cost: $393,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21665, Location: 0024581 0023221 (Lat: 37.272533, Lng: -79.937494), Route carried "on" structure: US 11, Year Built: 1999, Status: Open, Structure Length: 13.31m (43.67ft), Average Daily Traffic: 19,485 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 27,279 (year 2040), Design Load: HS 20, Features Intersected: NS RWY & NORFOLK AVE, Facility Carried by Structure: Williamson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 244.327, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.7 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $203,000, Total Project Cost: $203,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21665, Location: 0024581 0023221 (Lat: 37.272533, Lng: -79.937494), Route carried "on" structure: US 11, Year Built: 1999, Status: Open, Structure Length: 13.31m (43.67ft), Average Daily Traffic: 19,485 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 27,279 (year 2040), Design Load: HS 20, Features Intersected: NS RWY & NORFOLK AVE, Facility Carried by Structure: Williamson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 244.327, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.7 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $203,000, Total Project Cost: $203,000 ( Estimate for 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: 21667, Location: 0195221 ROANO0139WCL ROAN (Lat: 37.261806, Lng: -80.000678), Route carried "on" structure: US 11, Year Built: 1996, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 17,091 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 19,682 (year 2040), Design Load: HS 20, Features Intersected: MUDLICK RUN, Facility Carried by Structure: Brandon Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.246, Lanes on structure: 7, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $10,000, Total Project Cost: $96,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21667, Location: 0195221 ROANO0139WCL ROAN (Lat: 37.261806, Lng: -80.000678), Route carried "on" structure: US 11, Year Built: 1996, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 17,091 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 19,682 (year 2040), Design Load: HS 20, Features Intersected: MUDLICK RUN, Facility Carried by Structure: Brandon Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.246, Lanes on structure: 7, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $10,000, Total Project Cost: $96,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21668, Location: 0295221-ROAN 0039WCL-ROAN (Lat: 37.263711, Lng: -80.015717), Route carried "on" structure: US 11, Year Built: 1997, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,091 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 19,682 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.791, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $5,000, Total Project Cost: $28,000 ( Estimate for 2019), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 21668, Location: 0295221-ROAN 0039WCL-ROAN (Lat: 37.263711, Lng: -80.015717), Route carried "on" structure: US 11, Year Built: 1997, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,091 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 19,682 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.791, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $5,000, Total Project Cost: $28,000 ( Estimate for 2019), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 21669, Location: 0182116 0002117 (Lat: 37.296872, Lng: -80.007661), Route carried "on" structure: US 11, Year Built: 1950, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 13,262 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,588 (year 2040), Design Load: H 20, Features Intersected: PETERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.887, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $132,000, Total Project Cost: $132,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 21669, Location: 0182116 0002117 (Lat: 37.296872, Lng: -80.007661), Route carried "on" structure: US 11, Year Built: 1950, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 13,262 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,588 (year 2040), Design Load: H 20, Features Intersected: PETERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.887, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $132,000, Total Project Cost: $132,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 21671, Location: 0.18-SCL RKE;0.21-RTE220 (Lat: 37.266667, Lng: -79.937553), Route carried "on" structure: State highway 24, Year Built: 1968, Year Reconstructed: 2015, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 23,075 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 32,305 (year 2040), Design Load: HL 93, Features Intersected: ROUTES 581 & 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 31.6m (103.7ft)
Condition: Deck: Good, Superstructure: Good, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
Structure Number: 21671, Location: 0.18-SCL RKE;0.21-RTE220 (Lat: 37.266667, Lng: -79.937553), Route carried "on" structure: State highway 24, Year Built: 1968, Year Reconstructed: 2015, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 23,075 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 32,305 (year 2040), Design Load: HL 93, Features Intersected: ROUTES 581 & 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 31.6m (103.7ft)
Condition: Deck: Good, Superstructure: Good, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
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Structure Number: 21673, Location: 0000ECL-ROAN 0345BEDFO--C (Lat: 37.275100, Lng: -79.907717), Route carried "on" structure: State highway 24, Year Built: 1936, Year Reconstructed: 1967, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 22,277 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 31,188 (year 2040), Design Load: HS 20+Mod, Features Intersected: TINKER CREEK, Facility Carried by Structure: DALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.583, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $38,000, Total Project Cost: $38,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 21673, Location: 0000ECL-ROAN 0345BEDFO--C (Lat: 37.275100, Lng: -79.907717), Route carried "on" structure: State highway 24, Year Built: 1936, Year Reconstructed: 1967, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 22,277 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 31,188 (year 2040), Design Load: HS 20+Mod, Features Intersected: TINKER CREEK, Facility Carried by Structure: DALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.583, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $38,000, Total Project Cost: $38,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 21674, Location: 0.63 Rt 116; 1.20 Rt 11 (Lat: 37.308647, Lng: -79.974247), Route carried "on" structure: State highway 101, Year Built: 1964, Year Reconstructed: 1987, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 13,498 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,899 (year 2040), Design Load: HS 20+Mod, Features Intersected: 581 & 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 4.7m (15.4ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $8,795,000, Roadway Improvement Cost: $3,078,000, Total Project Cost: $29,465,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21674, Location: 0.63 Rt 116; 1.20 Rt 11 (Lat: 37.308647, Lng: -79.974247), Route carried "on" structure: State highway 101, Year Built: 1964, Year Reconstructed: 1987, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 13,498 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,899 (year 2040), Design Load: HS 20+Mod, Features Intersected: 581 & 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 4.7m (15.4ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $8,795,000, Roadway Improvement Cost: $3,078,000, Total Project Cost: $29,465,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21676, Location: 0.63-RTE101; 1.20-RTE11 (Lat: 37.308536, Lng: -79.974136), Route carried "on" structure: State highway 101, Year Built: 1964, Year Reconstructed: 1987, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 13,498 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,899 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTES 581 & 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 0.0m, Right: 4.7m (15.4ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $8,795,000, Roadway Improvement Cost: $3,078,000, Total Project Cost: $29,465,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21676, Location: 0.63-RTE101; 1.20-RTE11 (Lat: 37.308536, Lng: -79.974136), Route carried "on" structure: State highway 101, Year Built: 1964, Year Reconstructed: 1987, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 13,498 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,899 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTES 581 & 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 0.0m, Right: 4.7m (15.4ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $8,795,000, Roadway Improvement Cost: $3,078,000, Total Project Cost: $29,465,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21678, Location: 0.60-RT 116; 0.06-RT 581 (Lat: 37.308242, Lng: -79.974692), Route carried "on" structure: State highway 101, Year Built: 1965, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 26,997 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 29,697 (year 2040), Design Load: HS 20, Features Intersected: Branch Lick Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.121, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $113,000, Total Project Cost: $956,000 ( Estimate for 2019)
Structure Number: 21678, Location: 0.60-RT 116; 0.06-RT 581 (Lat: 37.308242, Lng: -79.974692), Route carried "on" structure: State highway 101, Year Built: 1965, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 26,997 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 29,697 (year 2040), Design Load: HS 20, Features Intersected: Branch Lick Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.121, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $113,000, Total Project Cost: $956,000 ( Estimate for 2019)
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Structure Number: 21679, Location: 0050581 007011 (Lat: 37.313014, Lng: -79.966481), Route carried "on" structure: State highway 101, Year Built: 1985, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 26,997 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 29,697 (year 2040), Design Load: HS 20+Mod, Features Intersected: AVIATION DRIVE, Facility Carried by Structure: Hershberger Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $20,000, Total Project Cost: $106,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21679, Location: 0050581 007011 (Lat: 37.313014, Lng: -79.966481), Route carried "on" structure: State highway 101, Year Built: 1985, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 26,997 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 29,697 (year 2040), Design Load: HS 20+Mod, Features Intersected: AVIATION DRIVE, Facility Carried by Structure: Hershberger Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $20,000, Total Project Cost: $106,000 ( Estimate for 2017), 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: 21681, Location: 0050581 007011 (Lat: 37.313275, Lng: -79.966558), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 13,498 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,899 (year 2040), Design Load: HS 20+Mod, Features Intersected: AVIATION DRIVE, Facility Carried by Structure: HERSHBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $20,000, Total Project Cost: $132,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21681, Location: 0050581 007011 (Lat: 37.313275, Lng: -79.966558), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 13,498 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,899 (year 2040), Design Load: HS 20+Mod, Features Intersected: AVIATION DRIVE, Facility Carried by Structure: HERSHBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $20,000, Total Project Cost: $132,000 ( Estimate for 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: 21683, Location: 0050581 0040 Aviation (Lat: 37.313144, Lng: -79.966511), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 3,000 (year 1985), Average Future Daily Traffic: 64,900 (year 2031), Design Load: HS 20+Mod, Features Intersected: AVIATION DR., Facility Carried by Structure: FLYOVER #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $45,000, Total Project Cost: $45,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21683, Location: 0050581 0040 Aviation (Lat: 37.313144, Lng: -79.966511), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 3,000 (year 1985), Average Future Daily Traffic: 64,900 (year 2031), Design Load: HS 20+Mod, Features Intersected: AVIATION DR., Facility Carried by Structure: FLYOVER #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $45,000, Total Project Cost: $45,000 ( Estimate for 2017), 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: 21685, Location: 0.60 581;0.30 AVIATION DR (Lat: 37.313653, Lng: -79.965589), Route carried "on" structure: Ramp State highway 101, Year Built: 1985, Status: Open, Structure Length: 11.92m (39.11ft), Average Daily Traffic: 16,005 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 64,900 (year 2031), Design Load: HS 20+Mod, Features Intersected: WBL HERSHBERGER RD, Facility Carried by Structure: FLYOVER #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.749, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $588,000, Total Project Cost: $588,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21685, Location: 0.60 581;0.30 AVIATION DR (Lat: 37.313653, Lng: -79.965589), Route carried "on" structure: Ramp State highway 101, Year Built: 1985, Status: Open, Structure Length: 11.92m (39.11ft), Average Daily Traffic: 16,005 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 64,900 (year 2031), Design Load: HS 20+Mod, Features Intersected: WBL HERSHBERGER RD, Facility Carried by Structure: FLYOVER #2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.749, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $588,000, Total Project Cost: $588,000 ( Estimate for 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: 21688, Location: .01 E JEFF;.01 W PIEDMONT (Lat: 37.259364, Lng: -79.938864), Route carried "on" structure: State highway 116, Year Built: 1928, Status: Open, Structure Length: 17.31m (56.79ft), Average Daily Traffic: 5,744 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,020 (year 2040), Features Intersected: WILLIAMSON RD; NSRR, Facility Carried by Structure: WALNUT AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.252, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Length of Maximum Span: 34.9m (114.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 27.04m (88.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $1,000, Total Project Cost: $301,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 21688, Location: .01 E JEFF;.01 W PIEDMONT (Lat: 37.259364, Lng: -79.938864), Route carried "on" structure: State highway 116, Year Built: 1928, Status: Open, Structure Length: 17.31m (56.79ft), Average Daily Traffic: 5,744 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,020 (year 2040), Features Intersected: WILLIAMSON RD; NSRR, Facility Carried by Structure: WALNUT AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.252, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Length of Maximum Span: 34.9m (114.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 27.04m (88.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $1,000, Total Project Cost: $301,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 21692, Location: 0.01 W. JCT Grdn City Bl (Lat: 37.249378, Lng: -79.919431), Route carried "on" structure: State highway 116, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,127 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,314 (year 2040), Features Intersected: GARNAND BRANCH, Facility Carried by Structure: RIVERLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.601, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $20,000, Total Project Cost: $90,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21692, Location: 0.01 W. JCT Grdn City Bl (Lat: 37.249378, Lng: -79.919431), Route carried "on" structure: State highway 116, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,127 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,314 (year 2040), Features Intersected: GARNAND BRANCH, Facility Carried by Structure: RIVERLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.601, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $20,000, Total Project Cost: $90,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21694, Location: 1.38-RTE118; 2.04-RTE101 (Lat: 37.326986, Lng: -79.989172), Route carried "on" structure: State highway 117, Year Built: 1963, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 8,194 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,473 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTES 581 & 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.884, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $4,293,000, Roadway Improvement Cost: $2,000, Total Project Cost: $4,296,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 21694, Location: 1.38-RTE118; 2.04-RTE101 (Lat: 37.326986, Lng: -79.989172), Route carried "on" structure: State highway 117, Year Built: 1963, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 8,194 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,473 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTES 581 & 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.884, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $4,293,000, Roadway Improvement Cost: $2,000, Total Project Cost: $4,296,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 21696, Location: 1.38-RTE118; 2.04-RTE101 (Lat: 37.327086, Lng: -79.989264), Route carried "on" structure: State highway 117, Year Built: 1963, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 8,194 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,473 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTES 581 & 220
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 7.884, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $5,343,000, Roadway Improvement Cost: $1,870,000, Total Project Cost: $178,799,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 21696, Location: 1.38-RTE118; 2.04-RTE101 (Lat: 37.327086, Lng: -79.989264), Route carried "on" structure: State highway 117, Year Built: 1963, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 8,194 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,473 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTES 581 & 220
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 7.884, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $5,343,000, Roadway Improvement Cost: $1,870,000, Total Project Cost: $178,799,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 21698, Location: 0250118 0007780 (Lat: 37.316292, Lng: -80.004281), Route carried "on" structure: State highway 117, Year Built: 1932, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 16,389 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,771 (year 2040), Features Intersected: PETERS CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.615, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $10,000, Total Project Cost: $45,000 ( Estimate for 2021)
Structure Number: 21698, Location: 0250118 0007780 (Lat: 37.316292, Lng: -80.004281), Route carried "on" structure: State highway 117, Year Built: 1932, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 16,389 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,771 (year 2040), Features Intersected: PETERS CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.615, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $10,000, Total Project Cost: $45,000 ( Estimate for 2021)
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Structure Number: 21699, Location: 0150581 S 0062101 (Lat: 37.312392, Lng: -80.006283), Route carried "on" structure: State highway 117, Year Built: 1961, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 13,767 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,339 (year 2040), Features Intersected: PETERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.55m (1.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $10,000, Total Project Cost: $34,000 ( Estimate for 2021)
Structure Number: 21699, Location: 0150581 S 0062101 (Lat: 37.312392, Lng: -80.006283), Route carried "on" structure: State highway 117, Year Built: 1961, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 13,767 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,339 (year 2040), Features Intersected: PETERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.55m (1.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $10,000, Total Project Cost: $34,000 ( Estimate for 2021)
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Structure Number: 217, Location: 0035101 0012460 (Lat: 37.298331, Lng: -80.007644), Route carried "on" structure: State highway 117, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 19,914 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,393 (year 2040), Design Load: H 20, Features Intersected: PETERS CREEK, Facility Carried by Structure: PETERS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.675, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $50,000, Total Project Cost: $162,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 217, Location: 0035101 0012460 (Lat: 37.298331, Lng: -80.007644), Route carried "on" structure: State highway 117, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 19,914 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,393 (year 2040), Design Load: H 20, Features Intersected: PETERS CREEK, Facility Carried by Structure: PETERS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.675, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $50,000, Total Project Cost: $162,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 21705, Location: 0067116 0152SCL-ROAN (Lat: 37.254972, Lng: -79.949956), Route carried "on" structure: Business US 220, Year Built: 1934, Year Reconstructed: 1981, Status: Open, Structure Length: 7.81m (25.62ft), Average Daily Traffic: 8,332 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 9,165 (year 2040), Features Intersected: Wiley Dr.& Rke. River, Facility Carried by Structure: Franklin Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.1m (85.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 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, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $15,000, Total Project Cost: $147,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21705, Location: 0067116 0152SCL-ROAN (Lat: 37.254972, Lng: -79.949956), Route carried "on" structure: Business US 220, Year Built: 1934, Year Reconstructed: 1981, Status: Open, Structure Length: 7.81m (25.62ft), Average Daily Traffic: 8,332 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 9,165 (year 2040), Features Intersected: Wiley Dr.& Rke. River, Facility Carried by Structure: Franklin Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.1m (85.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 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, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.67m (35.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $15,000, Total Project Cost: $147,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing