Bridge Statistics for Gate City, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 194ft / 58.6mTotal length
- $1,211,000Total costs
- 94,266Total average daily traffic
- 4,786Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Gate City
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31930-1939
- 61960-1969
- 11980-1989
- 11990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 8.3%Very good
- 8.3%Good
- 33.3%Satisfactory
- 41.7%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 8.3%Very good
- 25.0%Good
- 8.3%Satisfactory
- 41.7%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 18.2%Good
- 36.4%Satisfactory
- 27.3%Fair
- 9.1%Poor
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Structure Number: 16557, Location: 2.64BUS23/58/421;4.27 643 (Lat: 36.631908, Lng: -82.611033), Route carried "on" structure: US 23, Year Built: 1969, Status: Open, Structure Length: 7.48m (24.54ft), Average Daily Traffic: 5,821 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,149 (year 2040), Design Load: HS 20, Features Intersected: BUS23/58/421;NS;MOCCASIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.545, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
Structure Number: 16557, Location: 2.64BUS23/58/421;4.27 643 (Lat: 36.631908, Lng: -82.611033), Route carried "on" structure: US 23, Year Built: 1969, Status: Open, Structure Length: 7.48m (24.54ft), Average Daily Traffic: 5,821 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,149 (year 2040), Design Load: HS 20, Features Intersected: BUS23/58/421;NS;MOCCASIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.545, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
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Structure Number: 16559, Location: 2.64BUS23/58/421;4.27 643 (Lat: 36.631878, Lng: -82.611261), Route carried "on" structure: US 23, Year Built: 1969, Status: Open, Structure Length: 7.48m (24.54ft), Average Daily Traffic: 5,821 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,149 (year 2040), Design Load: HS 20, Features Intersected: BUS23/58/421;NS;MOCCASIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.545, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
Structure Number: 16559, Location: 2.64BUS23/58/421;4.27 643 (Lat: 36.631878, Lng: -82.611261), Route carried "on" structure: US 23, Year Built: 1969, Status: Open, Structure Length: 7.48m (24.54ft), Average Daily Traffic: 5,821 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,149 (year 2040), Design Load: HS 20, Features Intersected: BUS23/58/421;NS;MOCCASIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.545, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
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Structure Number: 16684, Location: .74M TO 793 &.02M TO 23 (Lat: 36.636825, Lng: -82.558033), Route carried "on" structure: County highway 619, Year Built: 1933, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 477 (year 2015), Average Future Daily Traffic: 537 (year 2040), Design Load: H 15, Features Intersected: BIG MOCCASIN CREEK, Facility Carried by Structure: WATER PLANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16684, Location: .74M TO 793 &.02M TO 23 (Lat: 36.636825, Lng: -82.558033), Route carried "on" structure: County highway 619, Year Built: 1933, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 477 (year 2015), Average Future Daily Traffic: 537 (year 2040), Design Load: H 15, Features Intersected: BIG MOCCASIN CREEK, Facility Carried by Structure: WATER PLANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16687, Location: 0132865 0006627 (Lat: 36.673828, Lng: -82.566111), Route carried "on" structure: County highway 619, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 6 (year 2015), Average Future Daily Traffic: 7 (year 2040), Design Load: HS 20, Features Intersected: COPPER CREEK, Facility Carried by Structure: REED HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.146, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $25,000, Total Project Cost: $328,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
Structure Number: 16687, Location: 0132865 0006627 (Lat: 36.673828, Lng: -82.566111), Route carried "on" structure: County highway 619, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 6 (year 2015), Average Future Daily Traffic: 7 (year 2040), Design Load: HS 20, Features Intersected: COPPER CREEK, Facility Carried by Structure: REED HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.146, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $25,000, Total Project Cost: $328,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
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Structure Number: 16805, Location: 0.0 FR 792-.65 TOEND MAIN (Lat: 36.650264, Lng: -82.550561), Route carried "on" structure: County highway 668, Year Built: 1962, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 22 (year 2040), Design Load: HS 20, Features Intersected: BIG MOCCASIN CREEK, Facility Carried by Structure: Williams Mill View
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $30,000, Total Project Cost: $268,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16805, Location: 0.0 FR 792-.65 TOEND MAIN (Lat: 36.650264, Lng: -82.550561), Route carried "on" structure: County highway 668, Year Built: 1962, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 22 (year 2040), Design Load: HS 20, Features Intersected: BIG MOCCASIN CREEK, Facility Carried by Structure: Williams Mill View
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $30,000, Total Project Cost: $268,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16806, Location: .35 FR 71;3.50 TO ENDMAIN (Lat: 36.671731, Lng: -82.526350), Route carried "on" structure: County highway 669, Year Built: 1932, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 90 (year 2016), Average Future Daily Traffic: 101 (year 2040), Design Load: HS 20, Features Intersected: BIG MOCCASIN CREEK, Facility Carried by Structure: MINERAL HILL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $10,000, Total Project Cost: $248,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16806, Location: .35 FR 71;3.50 TO ENDMAIN (Lat: 36.671731, Lng: -82.526350), Route carried "on" structure: County highway 669, Year Built: 1932, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 90 (year 2016), Average Future Daily Traffic: 101 (year 2040), Design Load: HS 20, Features Intersected: BIG MOCCASIN CREEK, Facility Carried by Structure: MINERAL HILL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $10,000, Total Project Cost: $248,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16924, Location: .08M TO 71E & .31M TO 71W (Lat: 36.647633, Lng: -82.553325), Route carried "on" structure: County highway 796, Year Built: 1932, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 44 (year 2015), Average Future Daily Traffic: 56 (year 2040), Design Load: H 20, Features Intersected: BIG MOCCASIN CREEK, Facility Carried by Structure: Gillenwater Loop
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $25,000, Total Project Cost: $367,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16924, Location: .08M TO 71E & .31M TO 71W (Lat: 36.647633, Lng: -82.553325), Route carried "on" structure: County highway 796, Year Built: 1932, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 44 (year 2015), Average Future Daily Traffic: 56 (year 2040), Design Load: H 20, Features Intersected: BIG MOCCASIN CREEK, Facility Carried by Structure: Gillenwater Loop
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $25,000, Total Project Cost: $367,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20736, Location: 0.25 Mi To SCL Hampton (Lat: 36.997078, Lng: -76.412119), Route carried "on" structure: Interstate 664, Year Built: 1983, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 60,848 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 85,187 (year 2040), Design Load: HS 20+Mod, Features Intersected: Chestnut Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.213, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 37.2m (122.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20736, Location: 0.25 Mi To SCL Hampton (Lat: 36.997078, Lng: -76.412119), Route carried "on" structure: Interstate 664, Year Built: 1983, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 60,848 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 85,187 (year 2040), Design Load: HS 20+Mod, Features Intersected: Chestnut Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.213, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 37.2m (122.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23556, Location: 0.03-RT 792 & 0.02-RT1402 (Lat: 36.648208, Lng: -82.553781), Route carried "on" structure: State highway 71, Year Built: 1992, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 3,459 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,957 (year 2040), Design Load: HS 20, Features Intersected: BIG MOCCASIN CREEK, Facility Carried by Structure: NICKELSVILLE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 23556, Location: 0.03-RT 792 & 0.02-RT1402 (Lat: 36.648208, Lng: -82.553781), Route carried "on" structure: State highway 71, Year Built: 1992, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 3,459 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,957 (year 2040), Design Load: HS 20, Features Intersected: BIG MOCCASIN CREEK, Facility Carried by Structure: NICKELSVILLE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25683, Location: .05 TO GATE CY-.05 TO 23 (Lat: 36.638064, Lng: -82.567297), Route carried "on" structure: Business US 23, Year Built: 2000, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 14,961 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 16,457 (year 2040), Design Load: HS 20, Features Intersected: NS RR;LITTLE MOCCASIN CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25683, Location: .05 TO GATE CY-.05 TO 23 (Lat: 36.638064, Lng: -82.567297), Route carried "on" structure: Business US 23, Year Built: 2000, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 14,961 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 16,457 (year 2040), Design Load: HS 20, Features Intersected: NS RR;LITTLE MOCCASIN CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27833, Location: 4.05 TO GCITY-0.0 FR 627 (Lat: 36.661306, Lng: -82.650933), Route carried "on" structure: County highway 665, Year Built: 2004, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 706 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 777 (year 2040), Design Load: HS 20, Features Intersected: COPPER CREEK, Facility Carried by Structure: MANVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27833, Location: 4.05 TO GCITY-0.0 FR 627 (Lat: 36.661306, Lng: -82.650933), Route carried "on" structure: County highway 665, Year Built: 2004, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 706 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 777 (year 2040), Design Load: HS 20, Features Intersected: COPPER CREEK, Facility Carried by Structure: MANVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30978, Location: 0.04 MI. S. OF JCT. US-58 (Lat: 36.638094, Lng: -82.575411), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2016, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,238 (year 2014), Average Future Daily Traffic: 1,857 (year 2039), Design Load: HL 93, Features Intersected: LITTLE MOCCASIN CREEK, Facility Carried by Structure: CLYDE WILLIAMS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.8m (12.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 30978, Location: 0.04 MI. S. OF JCT. US-58 (Lat: 36.638094, Lng: -82.575411), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2016, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,238 (year 2014), Average Future Daily Traffic: 1,857 (year 2039), Design Load: HL 93, Features Intersected: LITTLE MOCCASIN CREEK, Facility Carried by Structure: CLYDE WILLIAMS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.8m (12.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 16557, Location: 2.64BUS23/58/421;4.27 643 (Lat: 36.631908, Lng: -82.611033), Route carried "under" structure: Business US 58, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 390 (year 2018), Truck Traffic: 3%, Features Intersected: BUS23/58/421;NS;MOCCASIN
Minimum Vertical Clearance: 9.25m (30.35ft), Kilometerpoint: 139.581, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 16557, Location: 2.64BUS23/58/421;4.27 643 (Lat: 36.631908, Lng: -82.611033), Route carried "under" structure: Business US 58, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 390 (year 2018), Truck Traffic: 3%, Features Intersected: BUS23/58/421;NS;MOCCASIN
Minimum Vertical Clearance: 9.25m (30.35ft), Kilometerpoint: 139.581, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 16559, Location: 2.64BUS23/58/421;4.27 643 (Lat: 36.631878, Lng: -82.611261), Route carried "under" structure: Business US 58, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 390 (year 2018), Truck Traffic: 3%, Features Intersected: BUS23/58/421;NS;MOCCASIN
Minimum Vertical Clearance: 9.25m (30.35ft), Kilometerpoint: 139.581, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 16559, Location: 2.64BUS23/58/421;4.27 643 (Lat: 36.631878, Lng: -82.611261), Route carried "under" structure: Business US 58, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 390 (year 2018), Truck Traffic: 3%, Features Intersected: BUS23/58/421;NS;MOCCASIN
Minimum Vertical Clearance: 9.25m (30.35ft), Kilometerpoint: 139.581, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)