Bridge Statistics for Palmyra, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 105ft / 32mTotal length
- $160,000Total costs
- 19,421Total average daily traffic
- 841Total average daily truck traffic
- 28,617Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Palmyra
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 21950-1959
- 11970-1979
- 11980-1989
- 31990-1999
- 12000-2009
- 12010-2018
- Bridge Condition - Deck
- 12.5%Very good
- 62.5%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 50.0%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 25.0%Very good
- 25.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- 10.0%Fair
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Structure Number: 7661, Location: 1.21 FR 6 / 3.10 TO 649 (Lat: 37.798303, Lng: -78.239667), Route carried "on" structure: US 15, Year Built: 1953, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 4,846 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 7,064 (year 2035), Design Load: HS 15, Features Intersected: CARYS CREEK, Facility Carried by Structure: JAMES MADISON HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.945, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.20m (145.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $10,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7661, Location: 1.21 FR 6 / 3.10 TO 649 (Lat: 37.798303, Lng: -78.239667), Route carried "on" structure: US 15, Year Built: 1953, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 4,846 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 7,064 (year 2035), Design Load: HS 15, Features Intersected: CARYS CREEK, Facility Carried by Structure: JAMES MADISON HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.945, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.20m (145.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $10,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7662, Location: 5.31 FR 6 / 1.13 TO 53 (Lat: 37.841583, Lng: -78.272797), Route carried "on" structure: US 15, Year Built: 1955, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 5,928 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,891 (year 2035), Design Load: HS 15, Features Intersected: RACCOON CREEK, Facility Carried by Structure: JAMES MADISON HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7662, Location: 5.31 FR 6 / 1.13 TO 53 (Lat: 37.841583, Lng: -78.272797), Route carried "on" structure: US 15, Year Built: 1955, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 5,928 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,891 (year 2035), Design Load: HS 15, Features Intersected: RACCOON CREEK, Facility Carried by Structure: JAMES MADISON HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7694, Location: 0.29 FR 15 / 0.81 TO 608 (Lat: 37.904050, Lng: -78.252125), Route carried "on" structure: County highway 613, Year Built: 1948, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 527 (year 2014), Average Future Daily Traffic: 693 (year 2035), Design Load: HS 20+Mod, Features Intersected: BALLINGER CREEK, Facility Carried by Structure: BYBEE CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7694, Location: 0.29 FR 15 / 0.81 TO 608 (Lat: 37.904050, Lng: -78.252125), Route carried "on" structure: County highway 613, Year Built: 1948, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 527 (year 2014), Average Future Daily Traffic: 693 (year 2035), Design Load: HS 20+Mod, Features Intersected: BALLINGER CREEK, Facility Carried by Structure: BYBEE CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7695, Location: 1.60 FR 15 / 0.87 TO 609 (Lat: 37.828589, Lng: -78.225392), Route carried "on" structure: County highway 615, Year Built: 1975, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 487 (year 2014), Average Future Daily Traffic: 640 (year 2035), Design Load: HS 20+Mod, Features Intersected: RIVANNA RIVER, Facility Carried by Structure: CARY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2016, Underwater Inspection Date: April 2013, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7695, Location: 1.60 FR 15 / 0.87 TO 609 (Lat: 37.828589, Lng: -78.225392), Route carried "on" structure: County highway 615, Year Built: 1975, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 487 (year 2014), Average Future Daily Traffic: 640 (year 2035), Design Load: HS 20+Mod, Features Intersected: RIVANNA RIVER, Facility Carried by Structure: CARY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2016, Underwater Inspection Date: April 2013, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7728, Location: 0.79 FR 601 / 1.66 TO 678 (Lat: 37.869350, Lng: -78.250031), Route carried "on" structure: County highway 663, Year Built: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 220 (year 2014), Average Future Daily Traffic: 220 (year 2035), Design Load: HS 20+Mod, Features Intersected: BALLINGER CREEK, Facility Carried by Structure: GEORGES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.278, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016
Structure Number: 7728, Location: 0.79 FR 601 / 1.66 TO 678 (Lat: 37.869350, Lng: -78.250031), Route carried "on" structure: County highway 663, Year Built: 1988, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 220 (year 2014), Average Future Daily Traffic: 220 (year 2035), Design Load: HS 20+Mod, Features Intersected: BALLINGER CREEK, Facility Carried by Structure: GEORGES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.278, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016
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Structure Number: 24093, Location: 1.88 FR 648 / 0.32 TO 640 (Lat: 37.846783, Lng: -78.279436), Route carried "on" structure: County highway 647, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 382 (year 2014), Average Future Daily Traffic: 502 (year 2035), Features Intersected: RACCOON CREEK, Facility Carried by Structure: SHILOH CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.512, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 0.7m (2.3ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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 desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 24093, Location: 1.88 FR 648 / 0.32 TO 640 (Lat: 37.846783, Lng: -78.279436), Route carried "on" structure: County highway 647, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 382 (year 2014), Average Future Daily Traffic: 502 (year 2035), Features Intersected: RACCOON CREEK, Facility Carried by Structure: SHILOH CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.512, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 0.7m (2.3ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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 desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 24646, Location: 0.05 FR 625W/0.35 TO 625E (Lat: 37.851014, Lng: -78.239933), Route carried "on" structure: County highway 601, Year Built: 1996, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 713 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 950 (year 2035), Design Load: HS 20+Mod, Features Intersected: BALLINGER CREEK, Facility Carried by Structure: COURTHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.687, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 1.2m (3.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24646, Location: 0.05 FR 625W/0.35 TO 625E (Lat: 37.851014, Lng: -78.239933), Route carried "on" structure: County highway 601, Year Built: 1996, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 713 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 950 (year 2035), Design Load: HS 20+Mod, Features Intersected: BALLINGER CREEK, Facility Carried by Structure: COURTHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.687, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 1.2m (3.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24649, Location: .10 From 601 & .50 To 678 (Lat: 37.853125, Lng: -78.239506), Route carried "on" structure: County highway 625, Year Built: 1996, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 125 (year 2014), Average Future Daily Traffic: 164 (year 2035), Design Load: HS 20+Mod, Features Intersected: Ballinger Creek, Facility Carried by Structure: Oak Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24649, Location: .10 From 601 & .50 To 678 (Lat: 37.853125, Lng: -78.239506), Route carried "on" structure: County highway 625, Year Built: 1996, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 125 (year 2014), Average Future Daily Traffic: 164 (year 2035), Design Load: HS 20+Mod, Features Intersected: Ballinger Creek, Facility Carried by Structure: Oak Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 64.0m (210.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27354, Location: 0.20 TO 601&0.06 FROM 53 (Lat: 37.856583, Lng: -78.266597), Route carried "on" structure: US 15, Year Built: 2007, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 5,928 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 9,033 (year 2035), Design Load: HS 20+Mod, Features Intersected: RIVANNA RIVER, Facility Carried by Structure: JAMES MADISON HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 1.6m (5.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27354, Location: 0.20 TO 601&0.06 FROM 53 (Lat: 37.856583, Lng: -78.266597), Route carried "on" structure: US 15, Year Built: 2007, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 5,928 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 9,033 (year 2035), Design Load: HS 20+Mod, Features Intersected: RIVANNA RIVER, Facility Carried by Structure: JAMES MADISON HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 1.6m (5.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27875, Location: 0.35 FR 661 / 2.85 TO 608 (Lat: 37.872194, Lng: -78.257750), Route carried "on" structure: County highway 632, Year Built: 2013, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 265 (year 2005), Average Future Daily Traffic: 460 (year 2034), Design Load: HL 93, Features Intersected: BALLINGER CREEK, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 56.0m (183.7ft), Skew: 2 degrees, 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: Good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017
Structure Number: 27875, Location: 0.35 FR 661 / 2.85 TO 608 (Lat: 37.872194, Lng: -78.257750), Route carried "on" structure: County highway 632, Year Built: 2013, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 265 (year 2005), Average Future Daily Traffic: 460 (year 2034), Design Load: HL 93, Features Intersected: BALLINGER CREEK, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 56.0m (183.7ft), Skew: 2 degrees, 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: Good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017