Bridge Statistics for Lynchburg, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 160Number of bridges
- 2,605ft / 794mTotal length
- $85,144,000Total costs
- 2,178,787Total average daily traffic
- 97,727Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lynchburg
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 151930-1939
- 11940-1949
- 171950-1959
- 201960-1969
- 311970-1979
- 181980-1989
- 161990-1999
- 262000-2009
- 112010-2019
- 32020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 51970-1979
- 81980-1989
- 31990-1999
- 32000-2009
- 22010-2019
- Bridge Condition - Deck
- 1.9%Excellent
- 4.8%Very good
- 58.7%Good
- 25.0%Satisfactory
- 7.7%Fair
- 1.9%Poor
- Bridge Condition - Superstructure
- 2.9%Excellent
- 15.5%Very good
- 46.6%Good
- 26.2%Satisfactory
- 5.8%Fair
- 2.9%Poor
- Bridge Condition - Substructure
- 1.9%Excellent
- 7.7%Very good
- 53.8%Good
- 27.9%Satisfactory
- 7.7%Fair
- 1.0%Poor
- Bridge Condition - Channel
- 2.9%Excellent
- 19.1%Very good
- 52.9%Good
- 25.0%Satisfactory
- Bridge Condition - Culverts
- 9.5%Very good
- 76.2%Good
- 9.5%Satisfactory
- 4.8%Fair
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Structure Number: 30716, Location: .2 16th ST. (Lat: 37.399281, Lng: -79.150528), Route carried "on" structure: Business US 460, Year Built: 2016, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 7,975 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,772 (year 2040), Design Load: HL 93, Features Intersected: 29 Business Expressway, Facility Carried by Structure: Kemper Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Other Coated Reinforcing
Structure Number: 30716, Location: .2 16th ST. (Lat: 37.399281, Lng: -79.150528), Route carried "on" structure: Business US 460, Year Built: 2016, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 7,975 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,772 (year 2040), Design Load: HL 93, Features Intersected: 29 Business Expressway, Facility Carried by Structure: Kemper Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Other Coated Reinforcing
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Structure Number: 30853, Location: 0.25 to 128-0.36 to 29 Bu (Lat: 37.383253, Lng: -79.162856), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 6,590 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,249 (year 2040), Design Load: HL 93, Features Intersected: NS RAILWAY, Facility Carried by Structure: ODD FELLOWS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 5.3m (17.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30853, Location: 0.25 to 128-0.36 to 29 Bu (Lat: 37.383253, Lng: -79.162856), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 6,590 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,249 (year 2040), Design Load: HL 93, Features Intersected: NS RAILWAY, Facility Carried by Structure: ODD FELLOWS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 5.3m (17.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31074, Location: .05 Wal. St .05 Pearl St (Lat: 37.408600, Lng: -79.136653), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 7,200 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HL 93, Features Intersected: Rt 29 Business, Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 31074, Location: .05 Wal. St .05 Pearl St (Lat: 37.408600, Lng: -79.136653), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 7,200 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HL 93, Features Intersected: Rt 29 Business, Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 31426, Location: .01 Indian H R- .04 Gren (Lat: 37.426708, Lng: -79.207303), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 1,700 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: HL 93, Features Intersected: Ivy Creek, Facility Carried by Structure: Indian Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 81.6 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 31426, Location: .01 Indian H R- .04 Gren (Lat: 37.426708, Lng: -79.207303), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 1,700 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: HL 93, Features Intersected: Ivy Creek, Facility Carried by Structure: Indian Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 81.6 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 31483, Location: 0104501 0104291 (Lat: 37.427139, Lng: -79.203031), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 7,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,800 (year 2035), Design Load: HL 93, Features Intersected: Ivy Creek, Facility Carried by Structure: Link Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $38,000, Total Project Cost: $577,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 31483, Location: 0104501 0104291 (Lat: 37.427139, Lng: -79.203031), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 7,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,800 (year 2035), Design Load: HL 93, Features Intersected: Ivy Creek, Facility Carried by Structure: Link Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $38,000, Total Project Cost: $577,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 1341, Location: .00 Amherst / .00 Lynch. (Lat: 37.409036, Lng: -79.135531), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 10%, Features Intersected: James R;NS;CSX & C Tpk, Facility Carried by Structure: Route 29 Business
Minimum Vertical Clearance: 10.15m (33.30ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 1341, Location: .00 Amherst / .00 Lynch. (Lat: 37.409036, Lng: -79.135531), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 10%, Features Intersected: James R;NS;CSX & C Tpk, Facility Carried by Structure: Route 29 Business
Minimum Vertical Clearance: 10.15m (33.30ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 4179, Location: 0.28-Rt 29/0.37 Lynch WCL (Lat: 37.340353, Lng: -79.191114), Route carried "under" structure: US 29, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 45,000 (year 2019), Truck Traffic: 7%, Features Intersected: 29 Business
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 109.235, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 4179, Location: 0.28-Rt 29/0.37 Lynch WCL (Lat: 37.340353, Lng: -79.191114), Route carried "under" structure: US 29, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 45,000 (year 2019), Truck Traffic: 7%, Features Intersected: 29 Business
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 109.235, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 4181, Location: 0.28-Rt 29/0.37 Lynch WCL (Lat: 37.340103, Lng: -79.191167), Route carried "under" structure: US 29, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2012), Truck Traffic: 4%, Features Intersected: 29 Business
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 109.219, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 4181, Location: 0.28-Rt 29/0.37 Lynch WCL (Lat: 37.340103, Lng: -79.191167), Route carried "under" structure: US 29, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2012), Truck Traffic: 4%, Features Intersected: 29 Business
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 109.219, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 4289, Location: 0.37-Rt.682 / 0.11-Rt.885 (Lat: 37.331522, Lng: -79.208853), Route carried "under" structure: Bypass US 460, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 41,000 (year 2020), Truck Traffic: 9%, Features Intersected: Route 460 Bypass, Facility Carried by Structure: Greenview Drive
Minimum Vertical Clearance: 5.80m (19.03ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 4289, Location: 0.37-Rt.682 / 0.11-Rt.885 (Lat: 37.331522, Lng: -79.208853), Route carried "under" structure: Bypass US 460, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 41,000 (year 2020), Truck Traffic: 9%, Features Intersected: Route 460 Bypass, Facility Carried by Structure: Greenview Drive
Minimum Vertical Clearance: 5.80m (19.03ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 4342, Location: 0.22-Rt 460/0.35-Rt 609 (Lat: 37.385736, Lng: -79.062917), Route carried "under" structure: State highway 460, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 25,991 (year 2008), Truck Traffic: 6%, Features Intersected: Route 460, Facility Carried by Structure: Mt. Athos Road
Minimum Vertical Clearance: 5.81m (19.06ft), Kilometerpoint: 338.292, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft)
Structure Number: 4342, Location: 0.22-Rt 460/0.35-Rt 609 (Lat: 37.385736, Lng: -79.062917), Route carried "under" structure: State highway 460, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 25,991 (year 2008), Truck Traffic: 6%, Features Intersected: Route 460, Facility Carried by Structure: Mt. Athos Road
Minimum Vertical Clearance: 5.81m (19.06ft), Kilometerpoint: 338.292, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft)
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Structure Number: 20486, Location: 0.01-Rt.F907 / 0.01-LU (Lat: 37.352183, Lng: -79.173917), Route carried "under" structure: State highway 460, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2020), Truck Traffic: 7%, Features Intersected: Route 29 & 460, Facility Carried by Structure: Liberty Univ. Dr.
Minimum Vertical Clearance: 5.90m (19.36ft), Kilometerpoint: 20.708, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
Structure Number: 20486, Location: 0.01-Rt.F907 / 0.01-LU (Lat: 37.352183, Lng: -79.173917), Route carried "under" structure: State highway 460, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2020), Truck Traffic: 7%, Features Intersected: Route 29 & 460, Facility Carried by Structure: Liberty Univ. Dr.
Minimum Vertical Clearance: 5.90m (19.36ft), Kilometerpoint: 20.708, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
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Structure Number: 2049, Location: .33 12TH ST/.13 1128 (Lat: 37.398625, Lng: -79.153711), Route carried "under" structure: US 29, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2017), Truck Traffic: 2%, Features Intersected: Lynchburg Expressway, Facility Carried by Structure: Campbell Avenue
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 10.265, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)
Structure Number: 2049, Location: .33 12TH ST/.13 1128 (Lat: 37.398625, Lng: -79.153711), Route carried "under" structure: US 29, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2017), Truck Traffic: 2%, Features Intersected: Lynchburg Expressway, Facility Carried by Structure: Campbell Avenue
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 10.265, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)
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Structure Number: 20498, Location: 000029 EXP 0029128 (Lat: 37.386061, Lng: -79.167361), Route carried "under" structure: US 29, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2019), Truck Traffic: 3%, Features Intersected: Rt 29 BP & Fishing Creek, Facility Carried by Structure: Odd Fellows Road
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 20498, Location: 000029 EXP 0029128 (Lat: 37.386061, Lng: -79.167361), Route carried "under" structure: US 29, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2019), Truck Traffic: 3%, Features Intersected: Rt 29 BP & Fishing Creek, Facility Carried by Structure: Odd Fellows Road
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 20507, Location: .05-Plum/.05-Franklin St. (Lat: 37.403136, Lng: -79.141133), Route carried "under" structure: US , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 22,440 (year 1994), Truck Traffic: 7%, Features Intersected: Route 29 Business, Facility Carried by Structure: Grace Street
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 20507, Location: .05-Plum/.05-Franklin St. (Lat: 37.403136, Lng: -79.141133), Route carried "under" structure: US , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 22,440 (year 1994), Truck Traffic: 7%, Features Intersected: Route 29 Business, Facility Carried by Structure: Grace Street
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 2052, Location: .01-IvyCrLn/.01 BurnHamLn (Lat: 37.415522, Lng: -79.231619), Route carried "under" structure: Bypass US 501, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 3%, Features Intersected: Route 501, Facility Carried by Structure: Wigginton Road
Minimum Vertical Clearance: 6.80m (22.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 2052, Location: .01-IvyCrLn/.01 BurnHamLn (Lat: 37.415522, Lng: -79.231619), Route carried "under" structure: Bypass US 501, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2019), Truck Traffic: 3%, Features Intersected: Route 501, Facility Carried by Structure: Wigginton Road
Minimum Vertical Clearance: 6.80m (22.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 20526, Location: 2.02-NCL Lynch/2.05-Rt128 (Lat: 37.391994, Lng: -79.158361), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 3%, Features Intersected: James Street, Facility Carried by Structure: Route 29 Bus.
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 20526, Location: 2.02-NCL Lynch/2.05-Rt128 (Lat: 37.391994, Lng: -79.158361), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 3%, Features Intersected: James Street, Facility Carried by Structure: Route 29 Bus.
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 20529, Location: 1.86-NCL Lynch/2.19-Rt128 (Lat: 37.393778, Lng: -79.157397), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,800 (year 2017), Truck Traffic: 2%, Features Intersected: Stadium Road, Facility Carried by Structure: Route 29 Bus.
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 20529, Location: 1.86-NCL Lynch/2.19-Rt128 (Lat: 37.393778, Lng: -79.157397), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,800 (year 2017), Truck Traffic: 2%, Features Intersected: Stadium Road, Facility Carried by Structure: Route 29 Bus.
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 20531, Location: .03-Carroll/.10-15th St. (Lat: 37.398161, Lng: -79.155111), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1994), Features Intersected: Garfield Avenue & NS Rwy, Facility Carried by Structure: Lynchburg Exp
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 20531, Location: .03-Carroll/.10-15th St. (Lat: 37.398161, Lng: -79.155111), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1994), Features Intersected: Garfield Avenue & NS Rwy, Facility Carried by Structure: Lynchburg Exp
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 20536, Location: 0.30-Rt.128/0.01-Rt.29 (Lat: 37.365231, Lng: -79.182231), Route carried "under" structure: US 501, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2019), Truck Traffic: 3%, Features Intersected: Route 29 Expressway, Facility Carried by Structure: Wards Road(Rt. 29)
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 21.351, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
Structure Number: 20536, Location: 0.30-Rt.128/0.01-Rt.29 (Lat: 37.365231, Lng: -79.182231), Route carried "under" structure: US 501, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2019), Truck Traffic: 3%, Features Intersected: Route 29 Expressway, Facility Carried by Structure: Wards Road(Rt. 29)
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 21.351, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
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Structure Number: 20541, Location: .02-Rt.501 & .00-Amherst (Lat: 37.418203, Lng: -79.143706), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 2,001 (year 1995), Features Intersected: 7TH O NS;CSX;JAMES RV @, Facility Carried by Structure: 5th Street
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.1m (161.1ft)
Structure Number: 20541, Location: .02-Rt.501 & .00-Amherst (Lat: 37.418203, Lng: -79.143706), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 2,001 (year 1995), Features Intersected: 7TH O NS;CSX;JAMES RV @, Facility Carried by Structure: 5th Street
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.1m (161.1ft)
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Structure Number: 20545, Location: 0142460 0139BEDFOR C (Lat: 37.377153, Lng: -79.220767), Route carried "under" structure: Bypass US 501, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 35,000 (year 2018), Truck Traffic: 4%, Features Intersected: US Rte 501 Lynch Exprway, Facility Carried by Structure: Graves Mill Road
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 1.979, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 20545, Location: 0142460 0139BEDFOR C (Lat: 37.377153, Lng: -79.220767), Route carried "under" structure: Bypass US 501, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 35,000 (year 2018), Truck Traffic: 4%, Features Intersected: US Rte 501 Lynch Exprway, Facility Carried by Structure: Graves Mill Road
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 1.979, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 20547, Location: .29 Rt 29BP/1.43 Rt 460BP (Lat: 37.368817, Lng: -79.178244), Route carried "under" structure: Bypass US 29, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 2020), Truck Traffic: 2%, Features Intersected: Route 29 Business, Facility Carried by Structure: Candlers Mtn Rd
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 36.042, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft)
Structure Number: 20547, Location: .29 Rt 29BP/1.43 Rt 460BP (Lat: 37.368817, Lng: -79.178244), Route carried "under" structure: Bypass US 29, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 2020), Truck Traffic: 2%, Features Intersected: Route 29 Business, Facility Carried by Structure: Candlers Mtn Rd
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 36.042, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft)
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Structure Number: 2055, Location: 0.94-Rt 29A / 0.33-Rt.460 (Lat: 37.363411, Lng: -79.169322), Route carried "under" structure: County highway 670, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2017), Features Intersected: Rt 670 Candlers Mtn Rd, Facility Carried by Structure: Route 128 EBL
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: 2055, Location: 0.94-Rt 29A / 0.33-Rt.460 (Lat: 37.363411, Lng: -79.169322), Route carried "under" structure: County highway 670, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2017), Features Intersected: Rt 670 Candlers Mtn Rd, Facility Carried by Structure: Route 128 EBL
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 9.1m (29.9ft)
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Structure Number: 20564, Location: 001929&29ALT 0011WCL LYNC (Lat: 37.363397, Lng: -79.184986), Route carried "under" structure: Ramp US 29, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 38,000 (year 2020), Truck Traffic: 3%, Features Intersected: US 29 Bus SBL, Facility Carried by Structure: SBL Lynchburg Expr
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 20564, Location: 001929&29ALT 0011WCL LYNC (Lat: 37.363397, Lng: -79.184986), Route carried "under" structure: Ramp US 29, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 38,000 (year 2020), Truck Traffic: 3%, Features Intersected: US 29 Bus SBL, Facility Carried by Structure: SBL Lynchburg Expr
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 20566, Location: 1.78-Rt 128/0.32-Rt 501 (Lat: 37.377089, Lng: -79.136508), Route carried "under" structure: County highway 677, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 620 (year 2012), Truck Traffic: 1%, Features Intersected: Rt 677 & NS Railway, Facility Carried by Structure: Rt. 29 SBL/460 WBL
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 20566, Location: 1.78-Rt 128/0.32-Rt 501 (Lat: 37.377089, Lng: -79.136508), Route carried "under" structure: County highway 677, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 620 (year 2012), Truck Traffic: 1%, Features Intersected: Rt 677 & NS Railway, Facility Carried by Structure: Rt. 29 SBL/460 WBL
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 20568, Location: 1.78-Rt 128 / 0.32-Rt 501 (Lat: 37.376989, Lng: -79.136289), Route carried "under" structure: County highway 677, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 1%, Features Intersected: Rt. 677 & NS Railway, Facility Carried by Structure: Route 29 NBL
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 20568, Location: 1.78-Rt 128 / 0.32-Rt 501 (Lat: 37.376989, Lng: -79.136289), Route carried "under" structure: County highway 677, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 1%, Features Intersected: Rt. 677 & NS Railway, Facility Carried by Structure: Route 29 NBL
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 20575, Location: 0018WCL LYNCH0274BEDFO CO (Lat: 37.366186, Lng: -79.203575), Route carried "under" structure: Bypass State highway 501, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2018), Truck Traffic: 4%, Features Intersected: 501, Facility Carried by Structure: Timberlake Road WB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 9.879, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Structure Number: 20575, Location: 0018WCL LYNCH0274BEDFO CO (Lat: 37.366186, Lng: -79.203575), Route carried "under" structure: Bypass State highway 501, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2018), Truck Traffic: 4%, Features Intersected: 501, Facility Carried by Structure: Timberlake Road WB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 9.879, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
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Structure Number: 20577, Location: 0014126 0214CAMPBE C (Lat: 37.366131, Lng: -79.203375), Route carried "under" structure: Bypass State highway 501, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2018), Truck Traffic: 4%, Features Intersected: Route 501, Facility Carried by Structure: EBL Timberlake Rd.
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 9.879, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 20577, Location: 0014126 0214CAMPBE C (Lat: 37.366131, Lng: -79.203375), Route carried "under" structure: Bypass State highway 501, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2018), Truck Traffic: 4%, Features Intersected: Route 501, Facility Carried by Structure: EBL Timberlake Rd.
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 9.879, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 20583, Location: 1.7-Lynch CL/0.13-Rt460By (Lat: 37.361647, Lng: -79.165903), Route carried "under" structure: Bypass State highway 460, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2019), Truck Traffic: 3%, Features Intersected: Rt. 460 EBL Ramp
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 19.340, 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: 20583, Location: 1.7-Lynch CL/0.13-Rt460By (Lat: 37.361647, Lng: -79.165903), Route carried "under" structure: Bypass State highway 460, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2019), Truck Traffic: 3%, Features Intersected: Rt. 460 EBL Ramp
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 19.340, 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: 20585, Location: .12-Rt 29 NBL/.40-Rt.670 (Lat: 37.361775, Lng: -79.165569), Route carried "under" structure: Bypass US 460, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 19,500 (year 2018), Truck Traffic: 7%, Features Intersected: Rt 29 SB; Rt 460 WB; BP, Facility Carried by Structure: Rt 29 (Ramp H)
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 20585, Location: .12-Rt 29 NBL/.40-Rt.670 (Lat: 37.361775, Lng: -79.165569), Route carried "under" structure: Bypass US 460, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 19,500 (year 2018), Truck Traffic: 7%, Features Intersected: Rt 29 SB; Rt 460 WB; BP, Facility Carried by Structure: Rt 29 (Ramp H)
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 20593, Location: 0.71-Rt 128/0.99-Campb CL (Lat: 37.378150, Lng: -79.129769), Route carried "under" structure: Bypass US 460, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 2019), Truck Traffic: 7%, Features Intersected: Route 29 Bypass, Facility Carried by Structure: Campbell Ave NBL
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 15.865, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 20593, Location: 0.71-Rt 128/0.99-Campb CL (Lat: 37.378150, Lng: -79.129769), Route carried "under" structure: Bypass US 460, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 2019), Truck Traffic: 7%, Features Intersected: Route 29 Bypass, Facility Carried by Structure: Campbell Ave NBL
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 15.865, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: 20595, Location: 0.71-Rt.128/0.99-Cam CL (Lat: 37.378050, Lng: -79.130000), Route carried "under" structure: Bypass US 460, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 2019), Truck Traffic: 7%, Features Intersected: Route 29 Bypass, Facility Carried by Structure: Campbell Avenue
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 15.897, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 20595, Location: 0.71-Rt.128/0.99-Cam CL (Lat: 37.378050, Lng: -79.130000), Route carried "under" structure: Bypass US 460, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 2019), Truck Traffic: 7%, Features Intersected: Route 29 Bypass, Facility Carried by Structure: Campbell Avenue
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 15.897, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: 20603, Location: .06 Rt F906 / .69 Rt 128 (Lat: 37.356181, Lng: -79.169594), Route carried "under" structure: US 29, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 45,000 (year 2019), Truck Traffic: 7%, Features Intersected: 29/460 Bypass, Facility Carried by Structure: Candlers Mtn. Rd.
Minimum Vertical Clearance: 6.19m (20.31ft), Kilometerpoint: 20.113, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 20603, Location: .06 Rt F906 / .69 Rt 128 (Lat: 37.356181, Lng: -79.169594), Route carried "under" structure: US 29, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 45,000 (year 2019), Truck Traffic: 7%, Features Intersected: 29/460 Bypass, Facility Carried by Structure: Candlers Mtn. Rd.
Minimum Vertical Clearance: 6.19m (20.31ft), Kilometerpoint: 20.113, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 25918, Location: .10-Lynch CL/0.90-Rt 726 (Lat: 37.385394, Lng: -79.091756), Route carried "under" structure: US 29, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 11,960 (year 2019), Features Intersected: 29 Bp Lt Opossum Crk, Facility Carried by Structure: EBL Reloc.Rt. 460
Minimum Vertical Clearance: 6.70m (21.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.8m (183.1ft)
Structure Number: 25918, Location: .10-Lynch CL/0.90-Rt 726 (Lat: 37.385394, Lng: -79.091756), Route carried "under" structure: US 29, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 11,960 (year 2019), Features Intersected: 29 Bp Lt Opossum Crk, Facility Carried by Structure: EBL Reloc.Rt. 460
Minimum Vertical Clearance: 6.70m (21.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.8m (183.1ft)
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Structure Number: 25919, Location: .10-Lynch CL/7.10-Rt.24 (Lat: 37.385600, Lng: -79.091467), Route carried "under" structure: US 29, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 26,000 (year 2019), Truck Traffic: 7%, Features Intersected: 29 Bp Lt Opossum Crk, Facility Carried by Structure: WBL Rt. 460/stream
Minimum Vertical Clearance: 6.81m (22.34ft), Kilometerpoint: 120.080, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.8m (183.1ft)
Structure Number: 25919, Location: .10-Lynch CL/7.10-Rt.24 (Lat: 37.385600, Lng: -79.091467), Route carried "under" structure: US 29, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 26,000 (year 2019), Truck Traffic: 7%, Features Intersected: 29 Bp Lt Opossum Crk, Facility Carried by Structure: WBL Rt. 460/stream
Minimum Vertical Clearance: 6.81m (22.34ft), Kilometerpoint: 120.080, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.8m (183.1ft)
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Structure Number: 26522, Location: 0.85-29N/0.70-460E (Lat: 37.391206, Lng: -79.089736), Route carried "under" structure: Business US 29, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 45,000 (year 2019), Truck Traffic: 7%, Features Intersected: Route 29 Bypass, Facility Carried by Structure: Pleasant Valley Rd
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 26522, Location: 0.85-29N/0.70-460E (Lat: 37.391206, Lng: -79.089736), Route carried "under" structure: Business US 29, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 45,000 (year 2019), Truck Traffic: 7%, Features Intersected: Route 29 Bypass, Facility Carried by Structure: Pleasant Valley Rd
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
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Structure Number: 30071, Location: 0.0 Rte 460; 0.38 Rte 128 (Lat: 37.372500, Lng: -79.147778), Route carried "under" structure: City street 460, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 2019), Truck Traffic: 7%, Features Intersected: Rte. 29 Bypass/460, Facility Carried by Structure: Odd Fellows Rd
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
Structure Number: 30071, Location: 0.0 Rte 460; 0.38 Rte 128 (Lat: 37.372500, Lng: -79.147778), Route carried "under" structure: City street 460, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 2019), Truck Traffic: 7%, Features Intersected: Rte. 29 Bypass/460, Facility Carried by Structure: Odd Fellows Rd
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
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Structure Number: 30706, Location: 0 UnivPkwy - 0 LibMtnDr (Lat: 37.343836, Lng: -79.183522), Route carried "under" structure: US 29, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2020), Truck Traffic: 7%, Features Intersected: Route 29/460 Bypass, Facility Carried by Structure: Regents Parkway
Minimum Vertical Clearance: 6.51m (21.36ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 30706, Location: 0 UnivPkwy - 0 LibMtnDr (Lat: 37.343836, Lng: -79.183522), Route carried "under" structure: US 29, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2020), Truck Traffic: 7%, Features Intersected: Route 29/460 Bypass, Facility Carried by Structure: Regents Parkway
Minimum Vertical Clearance: 6.51m (21.36ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 30716, Location: .2 16th ST. (Lat: 37.399281, Lng: -79.150528), Route carried "under" structure: Bypass US 29, Year Built: 2016, Structure Length: 0. m, Features Intersected: 29 Business Expressway, Facility Carried by Structure: Kemper Street
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft)
Structure Number: 30716, Location: .2 16th ST. (Lat: 37.399281, Lng: -79.150528), Route carried "under" structure: Bypass US 29, Year Built: 2016, Structure Length: 0. m, Features Intersected: 29 Business Expressway, Facility Carried by Structure: Kemper Street
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft)
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Structure Number: 31074, Location: .05 Wal. St .05 Pearl St (Lat: 37.408600, Lng: -79.136653), Route carried "under" structure: US , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 38,000 (year 2019), Truck Traffic: 2%, Features Intersected: Rt 29 Business, Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 31074, Location: .05 Wal. St .05 Pearl St (Lat: 37.408600, Lng: -79.136653), Route carried "under" structure: US , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 38,000 (year 2019), Truck Traffic: 2%, Features Intersected: Rt 29 Business, Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)