Bridge Statistics for Independence, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 131ft / 39.8mTotal length
- $1,178,000Total costs
- 33,141Total average daily traffic
- 1,643Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Independence
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 41930-1939
- 31970-1979
- 31980-1989
- 21990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 31990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 10.0%Good
- 60.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Channel
- 13.3%Good
- 40.0%Satisfactory
- 46.7%Fair
- Bridge Condition - Culverts
- 40.0%Satisfactory
- 60.0%Fair
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Structure Number: 8705, Location: .2 TO R701 & .5 TO NCLINE (Lat: 36.574953, Lng: -81.157206), Route carried "on" structure: US 21, Year Built: 1989, Status: Open, Structure Length: 22.84m (74.93ft), Average Daily Traffic: 1,567 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,724 (year 2040), Design Load: HS 20, Features Intersected: NEW RIVER & RTE 700, Facility Carried by Structure: NEW RIVER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2020, Underwater Inspection Date: October 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 8705, Location: .2 TO R701 & .5 TO NCLINE (Lat: 36.574953, Lng: -81.157206), Route carried "on" structure: US 21, Year Built: 1989, Status: Open, Structure Length: 22.84m (74.93ft), Average Daily Traffic: 1,567 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,724 (year 2040), Design Load: HS 20, Features Intersected: NEW RIVER & RTE 700, Facility Carried by Structure: NEW RIVER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2020, Underwater Inspection Date: October 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 8714, Location: 7.36FR RT58-5.88 TO WY CL (Lat: 36.690781, Lng: -81.175164), Route carried "on" structure: US 21, Year Built: 1935, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,739 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,913 (year 2040), Design Load: HS 20, Features Intersected: JUMPING CREEK, Facility Carried by Structure: ELK CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $20,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8714, Location: 7.36FR RT58-5.88 TO WY CL (Lat: 36.690781, Lng: -81.175164), Route carried "on" structure: US 21, Year Built: 1935, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,739 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,913 (year 2040), Design Load: HS 20, Features Intersected: JUMPING CREEK, Facility Carried by Structure: ELK CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $20,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 872, Location: 2.28 FR 58-1.87 TO N.C.L. (Lat: 36.593017, Lng: -81.157406), Route carried "on" structure: US 21, Year Built: 1927, Year Reconstructed: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,567 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,724 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRUSH CREEK, Facility Carried by Structure: NEW RIVER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.681, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $193,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 872, Location: 2.28 FR 58-1.87 TO N.C.L. (Lat: 36.593017, Lng: -81.157406), Route carried "on" structure: US 21, Year Built: 1927, Year Reconstructed: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,567 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,724 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRUSH CREEK, Facility Carried by Structure: NEW RIVER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.681, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $193,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8721, Location: 2.73 FR 58-1.42 TO NCL (Lat: 36.585289, Lng: -81.156847), Route carried "on" structure: US 21, Year Built: 1927, Year Reconstructed: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,567 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,724 (year 2040), Design Load: HS 20, Features Intersected: BILLINGS CREEK, Facility Carried by Structure: NEW RIVER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $195,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8721, Location: 2.73 FR 58-1.42 TO NCL (Lat: 36.585289, Lng: -81.156847), Route carried "on" structure: US 21, Year Built: 1927, Year Reconstructed: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,567 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,724 (year 2040), Design Load: HS 20, Features Intersected: BILLINGS CREEK, Facility Carried by Structure: NEW RIVER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $195,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8722, Location: 2.9 TO R58; 1.3 TO NC LIN (Lat: 36.581889, Lng: -81.157078), Route carried "on" structure: US 21, Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,567 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,724 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: NEW RIVER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 8722, Location: 2.9 TO R58; 1.3 TO NC LIN (Lat: 36.581889, Lng: -81.157078), Route carried "on" structure: US 21, Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,567 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,724 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: NEW RIVER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 8723, Location: .79 TO R888 & .49 TO R849 (Lat: 36.618375, Lng: -81.121539), Route carried "on" structure: US 58, Year Built: 1974, Year Reconstructed: 2010, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 5,682 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,768 (year 2040), Design Load: HL 93, Features Intersected: PEACH BOTTOM CREEK, Facility Carried by Structure: GRAYSON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $20,000, Total Project Cost: $273,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8723, Location: .79 TO R888 & .49 TO R849 (Lat: 36.618375, Lng: -81.121539), Route carried "on" structure: US 58, Year Built: 1974, Year Reconstructed: 2010, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 5,682 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,768 (year 2040), Design Load: HL 93, Features Intersected: PEACH BOTTOM CREEK, Facility Carried by Structure: GRAYSON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $20,000, Total Project Cost: $273,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8738, Location: 1.25 TO R274; 11.4 TO R89 (Lat: 36.617175, Lng: -81.083617), Route carried "on" structure: US 58, Year Built: 1977, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 6,308 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,467 (year 2040), Design Load: HS 20, Features Intersected: JOHNS CREEK, Facility Carried by Structure: GRAYSON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 8738, Location: 1.25 TO R274; 11.4 TO R89 (Lat: 36.617175, Lng: -81.083617), Route carried "on" structure: US 58, Year Built: 1977, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 6,308 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,467 (year 2040), Design Load: HS 20, Features Intersected: JOHNS CREEK, Facility Carried by Structure: GRAYSON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 8757, Location: 8.28FR94;1.10TO INDEPENDE (Lat: 36.619600, Lng: -81.124900), Route carried "on" structure: US 58, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,682 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,768 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: Grayson Pkwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 285.784, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 8757, Location: 8.28FR94;1.10TO INDEPENDE (Lat: 36.619600, Lng: -81.124900), Route carried "on" structure: US 58, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,682 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,768 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: Grayson Pkwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 285.784, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 8891, Location: 1.2 FR 691 - .5 TO RT 689 (Lat: 36.649867, Lng: -81.103853), Route carried "on" structure: County highway 687, Year Built: 1932, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 34 (year 2014), Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: ROCKHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8891, Location: 1.2 FR 691 - .5 TO RT 689 (Lat: 36.649867, Lng: -81.103853), Route carried "on" structure: County highway 687, Year Built: 1932, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 34 (year 2014), Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: ROCKHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8894, Location: .05 TO R765 & 1.85TO R763 (Lat: 36.600236, Lng: -81.111500), Route carried "on" structure: County highway 697, Year Built: 1932, Year Reconstructed: 2014, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 121 (year 2014), Average Future Daily Traffic: 137 (year 2040), Design Load: HL 93, Features Intersected: PEACH BOTTOM CREEK, Facility Carried by Structure: Beaver Dam Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.891, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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 desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $10,000, Total Project Cost: $100,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8894, Location: .05 TO R765 & 1.85TO R763 (Lat: 36.600236, Lng: -81.111500), Route carried "on" structure: County highway 697, Year Built: 1932, Year Reconstructed: 2014, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 121 (year 2014), Average Future Daily Traffic: 137 (year 2040), Design Load: HL 93, Features Intersected: PEACH BOTTOM CREEK, Facility Carried by Structure: Beaver Dam Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.891, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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 desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $10,000, Total Project Cost: $100,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8895, Location: 0.0 FR 697 - 0.8 TO 701 (Lat: 36.583094, Lng: -81.095986), Route carried "on" structure: County highway 700, Year Built: 1932, Year Reconstructed: 2015, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 48 (year 2014), Average Future Daily Traffic: 54 (year 2040), Design Load: HS 20, Features Intersected: PEACH BOTTOM CREEK, Facility Carried by Structure: Beaver Dam Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.355, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $20,000, Total Project Cost: $140,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8895, Location: 0.0 FR 697 - 0.8 TO 701 (Lat: 36.583094, Lng: -81.095986), Route carried "on" structure: County highway 700, Year Built: 1932, Year Reconstructed: 2015, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 48 (year 2014), Average Future Daily Traffic: 54 (year 2040), Design Load: HS 20, Features Intersected: PEACH BOTTOM CREEK, Facility Carried by Structure: Beaver Dam Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.355, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $20,000, Total Project Cost: $140,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8896, Location: .03 TO R700 & .17 TO R700 (Lat: 36.578439, Lng: -81.160489), Route carried "on" structure: County highway 701, Year Built: 1927, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 89 (year 2014), Average Future Daily Traffic: 135 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: OLD RIVER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $25,000, Total Project Cost: $199,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8896, Location: .03 TO R700 & .17 TO R700 (Lat: 36.578439, Lng: -81.160489), Route carried "on" structure: County highway 701, Year Built: 1927, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 89 (year 2014), Average Future Daily Traffic: 135 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: OLD RIVER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $25,000, Total Project Cost: $199,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24602, Location: 0030686 0028RTE-1135 (Lat: 36.630697, Lng: -81.126244), Route carried "on" structure: County highway 685, Year Built: 1996, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 657 (year 2014), Average Future Daily Traffic: 817 (year 2040), Design Load: HS 20, Features Intersected: PEACH BOTTOM CREEK, Facility Carried by Structure: Power House Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.397, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 86.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24602, Location: 0030686 0028RTE-1135 (Lat: 36.630697, Lng: -81.126244), Route carried "on" structure: County highway 685, Year Built: 1996, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 657 (year 2014), Average Future Daily Traffic: 817 (year 2040), Design Load: HS 20, Features Intersected: PEACH BOTTOM CREEK, Facility Carried by Structure: Power House Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.397, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 86.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25467, Location: .9MI RT.687 & .5MI RT.689 (Lat: 36.642311, Lng: -81.089456), Route carried "on" structure: County highway 691, Year Built: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 142 (year 2014), Average Future Daily Traffic: 216 (year 2040), Design Load: H 20, Features Intersected: BACK CREEK, Facility Carried by Structure: FULTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 25467, Location: .9MI RT.687 & .5MI RT.689 (Lat: 36.642311, Lng: -81.089456), Route carried "on" structure: County highway 691, Year Built: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 142 (year 2014), Average Future Daily Traffic: 216 (year 2040), Design Load: H 20, Features Intersected: BACK CREEK, Facility Carried by Structure: FULTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 26935, Location: 1.15 TO R274; 11.1 TO R89 (Lat: 36.616100, Lng: -81.085800), Route carried "on" structure: US 58, Year Built: 1999, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,308 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,467 (year 2040), Design Load: HS 20+Mod, Features Intersected: JOHNS CREEK, Facility Carried by Structure: Grayson parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.538, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 26935, Location: 1.15 TO R274; 11.1 TO R89 (Lat: 36.616100, Lng: -81.085800), Route carried "on" structure: US 58, Year Built: 1999, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,308 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,467 (year 2040), Design Load: HS 20+Mod, Features Intersected: JOHNS CREEK, Facility Carried by Structure: Grayson parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.538, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 8705, Location: .2 TO R701 & .5 TO NCLINE (Lat: 36.574953, Lng: -81.157206), Route carried "under" structure: County highway 700, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 63 (year 2006), Features Intersected: NEW RIVER & RTE 700, Facility Carried by Structure: NEW RIVER PKWY
Minimum Vertical Clearance: 7.70m (25.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 8705, Location: .2 TO R701 & .5 TO NCLINE (Lat: 36.574953, Lng: -81.157206), Route carried "under" structure: County highway 700, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 63 (year 2006), Features Intersected: NEW RIVER & RTE 700, Facility Carried by Structure: NEW RIVER PKWY
Minimum Vertical Clearance: 7.70m (25.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)