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

Find on map >>   Show street view

Structure Number: 11732,  Location: .66 From 662 & .71 To 714 (Lat: 38.317644,  Lng: -78.271344),  Route carried "on" structure: State highway 231,  Year Built: 1945,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,210 (year 2040),  Design Load: HS 20,  Features Intersected: S Fork of Beautiful Run,  Facility Carried by Structure: S Blue Ridge Tpk.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.085,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 11743,  Location: .95 From 711 & .15 To 624 (Lat: 38.319717,  Lng: -78.253369),  Route carried "on" structure: County highway 607,  Year Built: 1964,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 303 (year 2020),  Average Future Daily Traffic: 424 (year 2040),  Design Load: HL 93,  Features Intersected: Beautiful Run,  Facility Carried by Structure: Repton Mills Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.488,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 11752,  Location: 1.50 From 230& .10 To 625 (Lat: 38.349111,  Lng: -78.237728),  Route carried "on" structure: County highway 616,  Year Built: 1985,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 926 (year 2014),  Average Future Daily Traffic: 1,397 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Dark Run,  Facility Carried by Structure: Carpenters Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.097,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 11762,  Location: 1.40 From 634 &.60 To 230 (Lat: 38.352639,  Lng: -78.259506),  Route carried "on" structure: County highway 626,  Year Built: 1988,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 873 (year 2020),  Average Future Daily Traffic: 960 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Dark Run,  Facility Carried by Structure: Oneals Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.359,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

Find on map >>   Show street view

Structure Number: 11797,  Location: .45 From 673 &2.85 To 656 (Lat: 38.385106,  Lng: -78.262833),  Route carried "on" structure: County highway 652,  Year Built: 1975,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 230 (year 2020),  Average Future Daily Traffic: 322 (year 2040),  Design Load: HS 20,  Features Intersected: White Oak Run,  Facility Carried by Structure: Ruth Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 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: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 11801,  Location: .76From 29 Bus&2.14 To658 (Lat: 38.378900,  Lng: -78.270794),  Route carried "on" structure: County highway 657,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 118 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2040),  Features Intersected: White Oak Run,  Facility Carried by Structure: Thrift Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.137,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $92,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 11803,  Location: .30 From 657& 3.50 To 656 (Lat: 38.366917,  Lng: -78.301292),  Route carried "on" structure: County highway 658,  Year Built: 1988,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 97 (year 2020),  Average Future Daily Traffic: 107 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Branch of White Oak Run,  Facility Carried by Structure: Ruth Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 11805,  Location: 3.75 From 657 &.05 To 656 (Lat: 38.393944,  Lng: -78.314006),  Route carried "on" structure: County highway 658,  Year Built: 1967,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 97 (year 2020),  Average Future Daily Traffic: 107 (year 2040),  Design Load: HS 20,  Features Intersected: White Oak Run,  Facility Carried by Structure: Ruth Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.034,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 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,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2020

Find on map >>   Show street view

Structure Number: 11831,  Location: .88 From 29 & .54 To 634 (Lat: 38.382300,  Lng: -78.234350),  Route carried "on" structure: County highway 722,  Year Built: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,727 (year 2020),  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Little Dark Run,  Facility Carried by Structure: Fishback Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.0m (6.6ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: 27383,  Location: .64 Fr MadNCL&4.29 To 609 (Lat: 38.393442,  Lng: -78.253597),  Route carried "on" structure: State highway 231,  Year Built: 2005,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 3,216 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,502 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: White Oak Run,  Facility Carried by Structure: N Blue Ridge Tpk.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.739,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 78.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 30251,  Location: .16 From 1035 &.26 To End (Lat: 38.383611,  Lng: -78.232056),  Route carried "on" structure: County highway 1036,  Year Built: 2005,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 50 (year 2008),  Average Future Daily Traffic: 150 (year 2036),  Features Intersected: Little Dark Run,  Facility Carried by Structure: Bridle Trail Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021