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

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Structure Number: 51,  Location: 00.05FR9TH/00.40TO0237 (Lat: 38.879528,  Lng: -77.127944),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 10,500 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,000 (year 2035),  Design Load: HS 20,  Features Intersected: CUSTIS MEM.PKWY (I-66),  Facility Carried by Structure: NORTH HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.1 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 507,  Location: 2.67NELSON CL/3.41 TO 250 (Lat: 38.046631,  Lng: -78.787506),  Route carried "on" structure: Interstate 64,  Year Built: 1974,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 16,571 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,320 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RTE 690 - NEWTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.256,  Lanes on structure: 2,  Lanes under 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: 20.1m (65.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 87.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.60m (179.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $225,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2011,  Location: 0.65 RT 777 - 1.63 RT 926 (Lat: 38.228756,  Lng: -78.956950),  Route carried "on" structure: County highway 616,  Year Built: 1985,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 900 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 974 (year 2035),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: Damtown Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.187,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 4 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2015,  Location: 0.14 RT 924 - 0.09 RT 777 (Lat: 38.236306,  Lng: -78.966761),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 45,782 (year 2008),  Truck Traffic: 12%,  Features Intersected: RTE 81,  Facility Carried by Structure: DAM TOWN RD.
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 372.805,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 224,  Location: 0.20 TO 646 - 0.30 TO 804 (Lat: 38.300192,  Lng: -78.983369),  Route carried "on" structure: County highway 732,  Year Built: 1932,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 438 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 820 (year 2035),  Features Intersected: TRIB GOOSE CREEK,  Facility Carried by Structure: ROMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.018,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 4 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: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 229,  Location: 0.35 RT 752 1.45 RT 732 (Lat: 38.301244,  Lng: -79.015131),  Route carried "on" structure: County highway 753,  Year Built: 1925,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 77 (year 2014),  Average Future Daily Traffic: 101 (year 2035),  Features Intersected: N FORK NAKED CREEK,  Facility Carried by Structure: Slate Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.208,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 0.3m (1.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 15.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $101,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2314,  Location: 0.46 RT 11 - 0.09 RT 773 (Lat: 38.255186,  Lng: -78.951211),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 45,782 (year 2008),  Truck Traffic: 12%,  Features Intersected: RTE 81,  Facility Carried by Structure: Buttermilk Road
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 375.283,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 2353,  Location: 1.07 RT 732 - 0.10 RT 746 (Lat: 38.282744,  Lng: -78.986614),  Route carried "on" structure: County highway 804,  Year Built: 1926,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 191 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 270 (year 2035),  Features Intersected: NAKED CREEK,  Facility Carried by Structure: Salem Church Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 506,  Location: .76 FR 608 & .82 TO 656 (Lat: 37.401264,  Lng: -77.424572),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 100,600 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 64,225 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RTE 613 (WILLIS RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.553,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 363.0m (1,190.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6021,  Location: BRUNSWIK & DINWIDDIE LINE (Lat: 36.975267,  Lng: -77.770686),  Route carried "on" structure: County highway 610,  Year Built: 1977,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 251 (year 2014),  Average Future Daily Traffic: 400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NOTTOWAY RIVER,  Facility Carried by Structure: BASKERVILLE MILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.489,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Underwater Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6022,  Location: 1.33 Fr 627 & 2.11 To 645 (Lat: 37.093569,  Lng: -77.608667),  Route carried "on" structure: County highway 611,  Year Built: 1964,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 552 (year 2014),  Average Future Daily Traffic: 980 (year 2035),  Features Intersected: CHAMBERLAINS BED CREEK,  Facility Carried by Structure: WILKINSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.148,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 0.7m (2.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: January 2018,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $201,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7112,  Location: 1.35 Fr 17 & .85 To 605 (Lat: 38.729042,  Lng: -77.777950),  Route carried "on" structure: US 15,  Year Built: 1986,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 22,822 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 57,900 (year 2035),  Design Load: HS 20,  Features Intersected: Cedar Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.019,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: September 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8995,  Location: .01 From 630S&.01 To 630N (Lat: 38.283583,  Lng: -78.519669),  Route carried "on" structure: County highway 631,  Year Built: 1932,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 335 (year 2014),  Average Future Daily Traffic: 441 (year 2035),  Features Intersected: Haneytown Creek,  Facility Carried by Structure: Haneytown Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.422,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 10.70m (35.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $160,000 ( Estimate for 2013),  Deck Structure Type: Wood or Timber

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Structure Number: 1745,  Location: EXIT 47 (MILE 47.75) (Lat: 36.849958,  Lng: -81.484089),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 13,556 (year 2014),  Truck Traffic: 20%,  Average Future Daily Traffic: 17,541 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RTE F010 FROM RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.232,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 149.0m (488.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 67.1 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 desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 38.40m (125.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $428,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $589,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19438,  Location: .15M TO 58A&.45M TO 658 (Lat: 36.903169,  Lng: -82.374586),  Route carried "on" structure: County highway 657,  Year Built: 1938,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 472 (year 2014),  Average Future Daily Traffic: 621 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BULL RUN CREEK,  Facility Carried by Structure: CARFAX RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.192,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.1m (3.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 69.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1944,  Location: 1.51MTO1125&.25MTO709 (Lat: 36.935686,  Lng: -82.486778),  Route carried "on" structure: County highway 658,  Year Built: 1983,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 1,335 (year 2014),  Average Future Daily Traffic: 2,201 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GUEST RIVER #4,  Facility Carried by Structure: RIVERVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.925,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: July 2016,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19442,  Location: .15M TO 1129&.13MTO1117 (Lat: 36.936133,  Lng: -82.474981),  Route carried "on" structure: County highway 658,  Year Built: 1967,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 2,040 (year 2014),  Average Future Daily Traffic: 4,101 (year 2035),  Features Intersected: GUEST RIVER,  Facility Carried by Structure: CENTRAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.159,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 29.90m (98.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $294,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23515,  Location: 0.12 RT 752 - 0.79 RT 732 (Lat: 38.314631,  Lng: -78.987086),  Route carried "on" structure: County highway 646,  Year Built: 1992,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 735 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,099 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB N FORK NAKED CREEK,  Facility Carried by Structure: Fadley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016

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Structure Number: 2631,  Location: 0.73 RT 680 0.36 RT 646 (Lat: 38.308750,  Lng: -78.969058),  Route carried "on" structure: County highway 696,  Year Built: 1999,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 73 (year 2014),  Average Future Daily Traffic: 96 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK NAKED CREEK,  Facility Carried by Structure: Coffman Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.613,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.9 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: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing