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


  • National Bridge Inventory (NBI) Statistics
  • 19Number of bridges
  • 299ft / 91mTotal length
  • $70,000Total costs
  • 228,863Total average daily traffic
  • 15,023Total average daily truck traffic
  • 503,481Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for The Plains
  • No street view available for this location

New bridges in The Plains, VA - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 11950-1959
  • 161970-1979
Reconstructed bridges in The Plains, VA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11990-1999
  • 12000-2009
  • 12010-2018
Average Bridge Daily Traffic in The Plains, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 83.3%Good
  • 16.7%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.3%Excellent
  • 25.0%Good
  • 25.0%Satisfactory
  • 41.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 41.7%Good
  • 33.3%Satisfactory
  • 25.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 10.0%Very good
  • 70.0%Good
  • 20.0%Satisfactory
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Structure Number: 718,  Location: .03 Fr 698 & 1.27 To 245 (Lat: 38.848861,  Lng: -77.758628),  Route carried "on" structure: US 55,  Year Built: 1935,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,519 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,101 (year 2035),  Design Load: HS 20,  Features Intersected: Broad Run,  Facility Carried by Structure: John Marshall Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.983,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7191,  Location: 3.10 Fr 17&4.92 PrWm Co. (Lat: 38.850425,  Lng: -77.789517),  Route carried "on" structure: Interstate 66,  Year Built: 1979,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 19,112 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,600 (year 2035),  Design Load: HS 20,  Features Intersected: Route 245
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.295,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7191,  Location: 3.10 Fr 17&4.92 PrWm Co. (Lat: 38.850425,  Lng: -77.789517),  Route carried "under" structure: State highway 245,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 3,950 (year 2008),  Truck Traffic: 2%,  Features Intersected: Route 245,  Facility Carried by Structure: I-66 WBL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 3.427,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 7193,  Location: 3.10 Fr 17&4.92 To PrWmCo (Lat: 38.850092,  Lng: -77.789925),  Route carried "on" structure: Interstate 66,  Year Built: 1979,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 19,228 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,600 (year 2035),  Design Load: HS 20,  Features Intersected: Route 245
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.957,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7193,  Location: 3.10 Fr 17&4.92 To PrWmCo (Lat: 38.850092,  Lng: -77.789925),  Route carried "under" structure: State highway 245,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 3,950 (year 2008),  Truck Traffic: 2%,  Features Intersected: Route 245,  Facility Carried by Structure: I-66 EBL
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 7216,  Location: 3.54Fr245&1.36 To PrWm CL (Lat: 38.829858,  Lng: -77.733756),  Route carried "on" structure: Interstate 66,  Year Built: 1979,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 19,228 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,600 (year 2035),  Design Load: HS 20,  Features Intersected: Rte 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.669,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7216,  Location: 3.54Fr245&1.36 To PrWm CL (Lat: 38.829858,  Lng: -77.733756),  Route carried "under" structure: State highway 55,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,971 (year 2008),  Features Intersected: Rte 55,  Facility Carried by Structure: I-66 EBL
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 92.968,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 7218,  Location: 3.55Fr245&1.35 To PrWm Co (Lat: 38.830106,  Lng: -77.733758),  Route carried "under" structure: State highway 55,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,971 (year 2008),  Features Intersected: Rte 55,  Facility Carried by Structure: I-66 WBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.093,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 7224,  Location: .20 Fr 245 & 3.35 To 55 (Lat: 38.848458,  Lng: -77.786456),  Route carried "on" structure: Interstate 66,  Year Built: 1979,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 19,228 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,425 (year 2035),  Design Load: HS 20,  Features Intersected: Relocated Broad Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.311,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 93.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7225,  Location: .20 Fr 245 & 3.35 To 55 (Lat: 38.848872,  Lng: -77.786250),  Route carried "on" structure: Interstate 66,  Year Built: 1979,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 19,637 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,008 (year 2035),  Design Load: HS 20,  Features Intersected: Relocated Broad Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.649,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7226,  Location: .80 FR 245 & 2.75 TO 55 (Lat: 38.847606,  Lng: -77.775756),  Route carried "on" structure: Interstate 66,  Year Built: 1979,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 19,637 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,008 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RELOCATED BROAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.614,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7227,  Location: .80 FR 245 & 2.75 TO 55 (Lat: 38.847147,  Lng: -77.775325),  Route carried "on" structure: Interstate 66,  Year Built: 1979,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 19,228 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,600 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RELOCATED BROAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.309,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7228,  Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847364,  Lng: -77.763533),  Route carried "on" structure: Interstate 66,  Year Built: 1979,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 19,228 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,425 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BROAD RUN & RTE 698
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.338,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 9.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7228,  Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847364,  Lng: -77.763533),  Route carried "under" structure: State highway 698,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 93 (year 2004),  Features Intersected: BROAD RUN & RTE 698,  Facility Carried by Structure: EBL ROUTE 0066
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 7.353,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 723,  Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847719,  Lng: -77.762800),  Route carried "on" structure: Interstate 66,  Year Built: 1979,  Status: Open,  Structure Length: 18.71m (61.38ft),  Average Daily Traffic: 19,637 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,600 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BROAD RUN & RTE 698
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.741,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 9.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 723,  Location: 1.50 FR 245 & 2.05 TO 55 (Lat: 38.847719,  Lng: -77.762800),  Route carried "under" structure: State highway 698,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 93 (year 2004),  Features Intersected: BROAD RUN & RTE 698,  Facility Carried by Structure: WBL ROUTE 0066
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 7.434,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 7242,  Location: 2.59 Fr 17 & .44 To 245 (Lat: 38.853331,  Lng: -77.796717),  Route carried "on" structure: Interstate 66,  Year Built: 1979,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 37,604 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,217 (year 2035),  Design Load: HS 20,  Features Intersected: Stream
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.265,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017
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Structure Number: 7256,  Location: .29 Fr 66 & .81 To 55 (Lat: 38.853642,  Lng: -77.784883),  Route carried "on" structure: State highway 245,  Year Built: 1935,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 3,408 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,200 (year 2035),  Design Load: HS 20,  Features Intersected: Broad Run,  Facility Carried by Structure: Old Tavern Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.947,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $70,000 ( Estimate for 2012),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other
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Structure Number: 7387,  Location: .60 Fr 626 & .80 To 704 (Lat: 38.907453,  Lng: -77.749903),  Route carried "on" structure: County highway 702,  Year Built: 1958,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 141 (year 2014),  Average Future Daily Traffic: 97 (year 2035),  Design Load: HS 20,  Features Intersected: Little River,  Facility Carried by Structure: Rock Hill Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.419,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Wood or Timber
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