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Bridge Statistics for Charlottesville, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 35Number of bridges
  • 132m433ftTotal length
  • $2,706,000Total costs
  • 541,851Total average daily traffic
  • 18,730Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Charlottesville
  • No street view available for this location

New bridges - Historical Statistics

  • 51930-1939
  • 91950-1959
  • 31960-1969
  • 111970-1979
  • 11980-1989
  • 21990-1999
  • 22000-2009
  • 22010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 475,  Location: 1.36FR250/0.11WCL CHVILLE (Lat: 38.056975,  Lng: -78.504131),  Route carried "on" structure: Bypass US 29,  Year Built: 1977,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 49,356 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 66,529 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: RTE 654_(BARRACKS ROAD),  Facility Carried by Structure: MONACAN TRAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.147,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 684,  Location: AT SCL CHARLOTTESVILLE (Lat: 38.010347,  Lng: -78.505403),  Route carried "on" structure: County highway 631,  Year Built: 1970,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 18,821 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,522 (year 2030),  Design Load: HS 20,  Features Intersected: MOORES CREEK,  Facility Carried by Structure: FIFTH STREET EXTEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.341,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: 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: November 13
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Structure Number: 9228,  Location: 0.20-Rt 360/3.10-Rt 360A (Lat: 36.748089,  Lng: -78.843567),  Route carried "on" structure: County highway 613,  Year Built: 1963,  Status: Posted for load,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 760 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 850 (year 2035),  Design Load: HS 20,  Features Intersected: Br Banister River,  Facility Carried by Structure: N Terrys Bridge Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.493,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 14,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $551,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20073,  Location: 0001STANRD 0081RUGBY AV (Lat: 38.055878,  Lng: -78.484075),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Posted for load,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 2,100 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,500 (year 2034),  Design Load: H 15,  Features Intersected: DAIRY RD O RTE 250 BP,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 14,  Critical Feature Inspection Date: September 14,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $350,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20075,  Location: 0015PARK-ST 0045KENWOO-L (Lat: 38.047183,  Lng: -78.470131),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,200 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 (year 2034),  Design Load: HS 20,  Features Intersected: MELBOURNE RD O SCHNKS B,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 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,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14
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Structure Number: 20076,  Location: 0.4-RIO RD & 0.2-GROVE RD (Lat: 38.052069,  Lng: -78.472547),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 3,200 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2034),  Features Intersected: NORFOLK SOUTHERN RAILWAY,  Facility Carried by Structure: MELBOURNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 15,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $75,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20077,  Location: 005520 0020CALHON S (Lat: 38.038244,  Lng: -78.465964),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 5,700 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,000 (year 2034),  Design Load: HS 15,  Features Intersected: LOCUST AV O RT 250 BP,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $335,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20079,  Location: 0005LYONS AVE0028NORTH AV (Lat: 38.040411,  Lng: -78.472119),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,000 (year 2032),  Design Load: HS 15,  Features Intersected: PARK ST O RT 250 BP,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.899,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Bridge Improvement Cost: $295,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $340,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20081,  Location: 0010ELIZ AVE 0017NORTH AV (Lat: 38.044761,  Lng: -78.462617),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,700 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,400 (year 2034),  Design Load: HS 20,  Features Intersected: MEADOW CREEK,  Facility Carried by Structure: HOLMES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: Satisfactory,  Inventory Rating: 77.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14
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Structure Number: 20083,  Location: 0001GREENBR D0025YORKTN D (Lat: 38.063978,  Lng: -78.476047),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 330 (year 2012),  Average Future Daily Traffic: 660 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: MEADOW CREEK,  Facility Carried by Structure: BRANDYWINE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  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: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14
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Structure Number: 20086,  Location: 002629 0015250 (Lat: 38.058128,  Lng: -78.488497),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 29,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 58,000 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: HYDRAULIC ROAD,  Facility Carried by Structure: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 76.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14
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Structure Number: 20087,  Location: 0.10GARRET ST/0.14 TO 250 (Lat: 38.028053,  Lng: -78.476858),  Route carried "on" structure: State highway 20,  Year Built: 1962,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 14,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,000 (year 2034),  Design Load: HS 15,  Features Intersected: CSX & WATER STREET,  Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 24.296,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.78m (45.21ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 14,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $350,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy
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Structure Number: 20091,  Location: 0.26 FR 29/0.06HYDRLIC RD (Lat: 38.056756,  Lng: -78.490128),  Route carried "on" structure: US 250,  Year Built: 1953,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 23,149 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,872 (year 2027),  Design Load: HS 20,  Features Intersected: MEADOW BROOK CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.402,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14
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Structure Number: 20092,  Location: 0080STANRD 0047PARK ST (Lat: 38.045761,  Lng: -78.478939),  Route carried "on" structure: Bypass US 250,  Year Built: 1970,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 28,750 (year 1980),  Truck Traffic: 15%,  Average Future Daily Traffic: 58,798 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RUGBY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.768,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 14,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20094,  Location: 0060ST AN RD 0035WCL CHAR (Lat: 38.057364,  Lng: -78.495808),  Route carried "on" structure: Bypass US 250,  Year Built: 1970,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 16,860 (year 1980),  Truck Traffic: 20%,  Average Future Daily Traffic: 30,872 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE 29 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.940,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 14,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $220,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20096,  Location: 0001RUGBY RD 0002MCINTR R (Lat: 38.045119,  Lng: -78.478422),  Route carried "on" structure: Bypass US 250,  Year Built: 1954,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 28,750 (year 1980),  Truck Traffic: 15%,  Average Future Daily Traffic: 54,150 (year 2031),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.720,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 22 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 14,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20103,  Location: .08 IVY RD/.17 MASSIE RD (Lat: 38.043306,  Lng: -78.510892),  Route carried "on" structure: City street 302,  Year Built: 1973,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 10,550 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,345 (year 2033),  Design Load: HS 20,  Features Intersected: BUCKINGHAM BRANCH RR,  Facility Carried by Structure: COPELEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.339,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 23827,  Location: 0.1-MONTICELLO&0.1-W MAIN (Lat: 38.029511,  Lng: -78.485536),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 24,602 (year 1992),  Average Future Daily Traffic: 35,968 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RIDGE ST O CSX RAILWAY,  Facility Carried by Structure: RIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24651,  Location: 0.08 FR9THST/0.11 TO7THST (Lat: 38.032006,  Lng: -78.492144),  Route carried "on" structure: Business US 250,  Year Built: 1996,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 21,500 (year 1993),  Average Future Daily Traffic: 27,500 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILWAY,  Facility Carried by Structure: WEST MAIN STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.315,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  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: 27431,  Location: 0.004-TODD&0.040-FONTAINE (Lat: 38.025000,  Lng: -78.514722),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 13,310 (year 1990),  Average Future Daily Traffic: 15,212 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILWAY,  Facility Carried by Structure: JEFFERSON PARK AVE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 29624,  Location: 0.75-DE & 0.11-MELBOURNE (Lat: 38.048444,  Lng: -78.472472),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 2 (year 2013),  Average Future Daily Traffic: 55 (year 2035),  Features Intersected: TRIB OF SCHENKS BR,  Facility Carried by Structure: JOHN WARNER PRKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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 or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 30142,  Location: 0.18GARRET ST/0.56 TO 250 (Lat: 38.028939,  Lng: -78.476342),  Route carried "on" structure: State highway 20,  Year Built: 2001,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 13,870 (year 1980),  Truck Traffic: 15%,  Average Future Daily Traffic: 21,494 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PEDESTRIAN UNDERPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.296,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 475,  Location: 1.36FR250/0.11WCL CHVILLE (Lat: 38.056975,  Lng: -78.504131),  Route carried "under" structure: County highway 654,  Year Built: 1977,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 23,695 (year 2008),  Truck Traffic: 1%,  Features Intersected: RTE 654_(BARRACKS ROAD),  Facility Carried by Structure: MONACAN TRAIL ROAD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 3.138,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 636,  Location: 0.04 FR 250E/0.68 TO 855 (Lat: 38.044794,  Lng: -78.514514),  Route carried "under" structure: County highway 601,  Year Built: 1932,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 4,315 (year 2008),  Features Intersected: OLD IVY ROAD,  Facility Carried by Structure: BUCKINGHAM BRANCH
Minimum Vertical Clearance: 3.48m (11.42ft),  Kilometerpoint: 0.064,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.1m (20.0ft)

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Structure Number: 847,  Location: 0.50 FR 29/0.30 WCL CHARL (Lat: 38.021439,  Lng: -78.526594),  Route carried "under" structure: County highway 782,  Year Built: 1932,  Structure Length: 0.48m (1.57ft),  Average Daily Traffic: 51 (year 2006),  Features Intersected: STRIBLING AVENUE EXT,  Facility Carried by Structure: NS RAILWAY
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.483,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Tunnel,  Length of Maximum Span: 4.8m (15.7ft)

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Structure Number: 20073,  Location: 0001STANRD 0081RUGBY AV (Lat: 38.055878,  Lng: -78.484075),  Route carried "under" structure: US ,  Year Built: 1954,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 28,750 (year 1994),  Features Intersected: DAIRY RD O RTE 250 BP,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 20077,  Location: 005520 0020CALHON S (Lat: 38.038244,  Lng: -78.465964),  Route carried "under" structure: US ,  Year Built: 1954,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 20,230 (year 1994),  Features Intersected: LOCUST AV O RT 250 BP,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.1m (6.9ft)

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Structure Number: 20079,  Location: 0005LYONS AVE0028NORTH AV (Lat: 38.040411,  Lng: -78.472119),  Route carried "under" structure: Bypass US 250,  Year Built: 1954,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 39,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: PARK ST O RT 250 BP,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 14.899,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 20087,  Location: 0.10GARRET ST/0.14 TO 250 (Lat: 38.028053,  Lng: -78.476858),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 4,800 (year 2012),  Truck Traffic: 3%,  Features Intersected: CSX & WATER STREET,  Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 0.66m (2.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 20089,  Location: 0.15 IVY RD/.17 MASSIE RD (Lat: 38.041464,  Lng: -78.506089),  Route carried "under" structure: Business US 29,  Year Built: 1934,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 26,680 (year 1994),  Features Intersected: ROUTE 29 (EMMETT ST),  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.13m (13.55ft),  Kilometerpoint: 3.427,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 20092,  Location: 0080STANRD 0047PARK ST (Lat: 38.045761,  Lng: -78.478939),  Route carried "under" structure: Bypass City street ,  Year Built: 1970,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 8,950 (year 1994),  Features Intersected: RUGBY AVE,  Facility Carried by Structure: ROUTE 0250
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 15.768,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 20094,  Location: 0060ST AN RD 0035WCL CHAR (Lat: 38.057364,  Lng: -78.495808),  Route carried "under" structure: Business US 29,  Year Built: 1970,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 29,650 (year 1994),  Features Intersected: RTE 29 BUSINESS,  Facility Carried by Structure: ROUTE 0250
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 33.226,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 20098,  Location: .02 ALBMR ST/.05 HARRIS S (Lat: 38.035511,  Lng: -78.486467),  Route carried "under" structure: US 250,  Year Built: 1977,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 12,160 (year 1994),  Features Intersected: ROUTE 250 PRESTON AVE.,  Facility Carried by Structure: NORFOLK SOUTHERN R
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.639,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 20099,  Location: 1.73 RT 20 & 0.58 29 BUS (Lat: 38.034039,  Lng: -78.499606),  Route carried "under" structure: Business US 250,  Year Built: 1932,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 14,060 (year 1994),  Features Intersected: ROUTE 250 (W MAIN ST),  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.38m (11.09ft),  Kilometerpoint: 4.216,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 26396,  Location: 0.25 IVY RD/.08 MASSIE RD (Lat: 38.043278,  Lng: -78.505389),  Route carried "under" structure: Business US 29,  Year Built: 2000,  Structure Length: 3.05m (10.01ft),  Features Intersected: ROUTE 29 - EMMETT STREET,  Facility Carried by Structure: PEDEST. & BICYCLE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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