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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 in Independence, VA - historical statistics
  • New bridges - historical statistics
  • 31920-1929
  • 41930-1939
  • 31970-1979
  • 31980-1989
  • 21990-1999
  • 12000-2009
Reconstructed bridges in Independence, VA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 01980-1989
  • 31990-1999
  • 12000-2009
  • 22010-2019
Average Bridge Daily Traffic in Independence, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 60.0%Good
  • 20.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 10.0%Very good
  • 60.0%Good
  • 10.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 10.0%Good
  • 60.0%Satisfactory
  • 30.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 13.3%Good
  • 40.0%Satisfactory
  • 46.7%Fair
Bridge Condition - Culverts
  • 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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)

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