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

Find on map >>   Show street view

Structure Number: 5002,  Location: 0.49 FR.641 & 0.37 TO 701 (Lat: 37.403683,  Lng: -77.507931),  Route carried "on" structure: State highway 10,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 25,921 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,485 (year 2040),  Design Load: HS 20,  Features Intersected: BR PROCTOR CREEK,  Facility Carried by Structure: IRONBRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.142,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 5007,  Location: 0.20 Fr 701 & 0.20 To 288 (Lat: 37.395644,  Lng: -77.514228),  Route carried "on" structure: State highway 10,  Year Built: 1990,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 25,921 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,485 (year 2040),  Design Load: H 20,  Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.375,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 5008,  Location: .03 TO SCL RI &.33 FR 925 (Lat: 37.458725,  Lng: -77.485981),  Route carried "on" structure: State highway 10,  Year Built: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 6,012 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,418 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.327,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5009,  Location: .03 TO SCL RI& .33 FR 925 (Lat: 37.458575,  Lng: -77.486175),  Route carried "on" structure: State highway 10,  Year Built: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 6,012 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,418 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.327,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5105,  Location: 0.57 Fr 1601& .14 To 1607 (Lat: 37.441564,  Lng: -77.453544),  Route carried "on" structure: State highway 150,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 27,935 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,109 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANS & STRATHMOR RD,  Facility Carried by Structure: CHIPPENHAM PKWY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.078,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $425,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5127,  Location: 0.57 Fr 1601& .14 To 1607 (Lat: 37.441433,  Lng: -77.453553),  Route carried "on" structure: State highway 150,  Year Built: 1976,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 27,935 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,109 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANS & STRATHMOR RD,  Facility Carried by Structure: CHIPPENHAM PKWY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.078,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 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: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $425,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5136,  Location: 0.87 Fr 651& 0.93 To 637 (Lat: 37.450881,  Lng: -77.487000),  Route carried "on" structure: State highway 150,  Year Built: 1982,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 27,952 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,134 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 10,  Facility Carried by Structure: CHIPPENHAM PKWY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.602,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5138,  Location: 0.87 Fr 651 & 0.93 To 637 (Lat: 37.450653,  Lng: -77.486997),  Route carried "on" structure: State highway 150,  Year Built: 1982,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 27,952 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,134 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 10,  Facility Carried by Structure: CHIPPENHAM PKWY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.602,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5155,  Location: 1.90 Fr 10 & 1.19 To 604 (Lat: 37.407369,  Lng: -77.545353),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 23,583 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,016 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIB. TO LICKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.693,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022

Find on map >>   Show street view

Structure Number: 5189,  Location: 2.30 Fr 145 & 1.48 To 10 (Lat: 37.393447,  Lng: -77.483483),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 642
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.238,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.2 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5191,  Location: 2.30 Fr 145 & 1.48 To 10 (Lat: 37.392981,  Lng: -77.483469),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 642
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.238,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5197,  Location: 3.79 Fr 145 & 3.09 To 604 (Lat: 37.393094,  Lng: -77.515044),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 23,583 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,016 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.635,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5199,  Location: 3.79 Fr 145 & 3.09 To 604 (Lat: 37.393647,  Lng: -77.514856),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 23,583 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,016 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.635,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5201,  Location: 2.10 Fr 145 & 1.70 To 10 (Lat: 37.393400,  Lng: -77.484661),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 17.01m (55.81ft),  Average Daily Traffic: 38,370 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,718 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PROCTORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.916,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 5202,  Location: 1.20 Fr 145 & 2.59 To 10 (Lat: 37.393972,  Lng: -77.470378),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 38,370 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,718 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PROCTORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.468,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 5204,  Location: 1.40 Fr 145 & 2.30 To 10 (Lat: 37.393831,  Lng: -77.474131),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 38,370 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,718 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF PROCTORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.790,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 5208,  Location: 2.40 Fr 145 & 1.40 To 10 (Lat: 37.393133,  Lng: -77.491206),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.399,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

Find on map >>   Show street view

Structure Number: 5209,  Location: 2.70 Fr 145 & 1.10 To 10 (Lat: 37.392314,  Lng: -77.494672),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.737,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 5272,  Location: 1.5 Fr 638 & .13 To 7505 (Lat: 37.461011,  Lng: -77.466231),  Route carried "on" structure: County highway 637,  Year Built: 1952,  Status: Posted for load,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 5,531 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,534 (year 2040),  Design Load: H 15,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: HOPKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.784,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2021,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $263,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5275,  Location: 0.16 Fr 770 & 0.12 To 638 (Lat: 37.440597,  Lng: -77.472575),  Route carried "on" structure: County highway 637,  Year Built: 1976,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 25,887 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,481 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 150,  Facility Carried by Structure: HOPKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.189,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.3m (161.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,010,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,315,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 5277,  Location: 1.03 Fr 637 & 0.89 To 1 (Lat: 37.449267,  Lng: -77.455850),  Route carried "on" structure: County highway 638,  Year Built: 1938,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 4,669 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,136 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: COGBILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.785,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 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: Meets minimum limits,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $335,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5279,  Location: .39 FR 642 & .79 TO 637 (Lat: 37.418697,  Lng: -77.482464),  Route carried "on" structure: County highway 641,  Year Built: 1973,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 8,320 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,648 (year 2040),  Design Load: H 20,  Features Intersected: KINGSLAND CREEK,  Facility Carried by Structure: BEULAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.257,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Steel,  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: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: 528,  Location: 0.70 FR 770 & .45 TO 1607 (Lat: 37.437594,  Lng: -77.453764),  Route carried "on" structure: County highway 641,  Year Built: 1951,  Status: Posted for load,  Structure Length: 8.36m (27.43ft),  Average Daily Traffic: 4,415 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,856 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRNS & USDGSC SERVIC,  Facility Carried by Structure: DUNDAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.887,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 37.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.35m (27.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $959,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,301,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 23859,  Location: .15 Fr 2440 & 0.12 To 640 (Lat: 37.411544,  Lng: -77.465428),  Route carried "on" structure: County highway 637,  Year Built: 1993,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 8,617 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,064 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KINGSLAND CREEK,  Facility Carried by Structure: HOPKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.662,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 26853,  Location: 0.39 Fr 611 & 0.43 To 641 (Lat: 37.408833,  Lng: -77.480325),  Route carried "on" structure: County highway 642,  Year Built: 2004,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 4,615 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,970 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REEDY CREEK,  Facility Carried by Structure: SALEM CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.698,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 79.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 28544,  Location: 0.1FR 5445 & 0.1 TO 7195 (Lat: 37.424117,  Lng: -77.515814),  Route carried "on" structure: County highway 7194,  Year Built: 2006,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 438 (year 2016),  Average Future Daily Traffic: 491 (year 2040),  Design Load: H 20,  Features Intersected: KINGSLAND CREEK,  Facility Carried by Structure: SHANNON COUNTY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 31026,  Location: 0.1frm1973 & 0.4toDEADEND (Lat: 37.418228,  Lng: -77.493819),  Route carried "on" structure: County highway 1972,  Year Built: 2016,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 480 (year 2006),  Average Future Daily Traffic: 475 (year 2035),  Design Load: HL 93,  Features Intersected: KINGSLAND CREEK,  Facility Carried by Structure: AUTUMNLEAF DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 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: Better than 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: 3127,  Location: 0.10 FR 742 & 0.40 TO 774 (Lat: 37.424528,  Lng: -77.499611),  Route carried "on" structure: State highway 10,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 176 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 188 (year 2040),  Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed 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: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 5105,  Location: 0.57 Fr 1601& .14 To 1607 (Lat: 37.441564,  Lng: -77.453544),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,171 (year 2003),  Features Intersected: CSX TRANS & STRATHMOR RD,  Facility Carried by Structure: CHIPPENHAM PKWY WB
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 1.014,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

Find on map >>   Show street view

Structure Number: 5127,  Location: 0.57 Fr 1601& .14 To 1607 (Lat: 37.441433,  Lng: -77.453553),  Route carried "under" structure: Other road ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,171 (year 2003),  Features Intersected: CSX TRANS & STRATHMOR RD,  Facility Carried by Structure: CHIPPENHAM PKWY EB
Minimum Vertical Clearance: 7.19m (23.59ft),  Kilometerpoint: 1.014,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

Find on map >>   Show street view

Structure Number: 5136,  Location: 0.87 Fr 651& 0.93 To 637 (Lat: 37.450881,  Lng: -77.487000),  Route carried "under" structure: State highway 10,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 12,478 (year 2008),  Truck Traffic: 1%,  Features Intersected: ROUTE 10,  Facility Carried by Structure: CHIPPENHAM PKWY WB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 7.241,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

Find on map >>   Show street view

Structure Number: 5138,  Location: 0.87 Fr 651 & 0.93 To 637 (Lat: 37.450653,  Lng: -77.486997),  Route carried "under" structure: State highway 10,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: ROUTE 10,  Facility Carried by Structure: CHIPPENHAM PKWY EB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 7.257,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

Find on map >>   Show street view

Structure Number: 5189,  Location: 2.30 Fr 145 & 1.48 To 10 (Lat: 37.393447,  Lng: -77.483483),  Route carried "under" structure: County highway 642,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 6,684 (year 2019),  Truck Traffic: 3%,  Features Intersected: ROUTE 642,  Facility Carried by Structure: ROUTE 288 NBL
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 2.830,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

Find on map >>   Show street view

Structure Number: 5191,  Location: 2.30 Fr 145 & 1.48 To 10 (Lat: 37.392981,  Lng: -77.483469),  Route carried "under" structure: County highway 642,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 3%,  Features Intersected: ROUTE 642,  Facility Carried by Structure: ROUTE 288 SBL
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 2.830,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

Find on map >>   Show street view

Structure Number: 5197,  Location: 3.79 Fr 145 & 3.09 To 604 (Lat: 37.393094,  Lng: -77.515044),  Route carried "under" structure: State highway 10,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 45,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: ROUTE 10,  Facility Carried by Structure: ROUTE 288 SBL
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 14.594,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 5199,  Location: 3.79 Fr 145 & 3.09 To 604 (Lat: 37.393647,  Lng: -77.514856),  Route carried "under" structure: State highway 10,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 45,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: ROUTE 10,  Facility Carried by Structure: ROUTE 288 NBL
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 14.642,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 5275,  Location: 0.16 Fr 770 & 0.12 To 638 (Lat: 37.440597,  Lng: -77.472575),  Route carried "under" structure: State highway 150,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 56,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: ROUTE 150,  Facility Carried by Structure: HOPKINS ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 19.308,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.3m (161.7ft)

Find on map >>   Show street view

Structure Number: 528,  Location: 0.70 FR 770 & .45 TO 1607 (Lat: 37.437594,  Lng: -77.453764),  Route carried "under" structure: Other road ,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1994),  Features Intersected: CSX TRNS & USDGSC SERVIC,  Facility Carried by Structure: DUNDAS ROAD
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)