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

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Structure Number: 8246,  Location: 0.00 SCL WINC-0.26 TO 816 (Lat: 39.136147,  Lng: -78.182808),  Route carried "on" structure: County highway 652,  Year Built: 1961,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,111 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,155 (year 2040),  Design Load: HS 20,  Features Intersected: HOGE RUN,  Facility Carried by Structure: SHAWNEE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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 minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 8253,  Location: 0.25 TO 661 - 0.45 TO 7 (Lat: 39.192614,  Lng: -78.105894),  Route carried "on" structure: County highway 656,  Year Built: 1976,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 820 (year 2017),  Average Future Daily Traffic: 1,197 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RED BUD RUN,  Facility Carried by Structure: MORGAN MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.825,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 8255,  Location: 0.00 ECL WINC-0.13 TO1204 (Lat: 39.175908,  Lng: -78.148039),  Route carried "on" structure: County highway 657,  Year Built: 1964,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 10,131 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,973 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-81,  Facility Carried by Structure: SENSENY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.59m (24.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $226,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 8257,  Location: 0.70 TO 1270- 0.05 TO 820 (Lat: 39.179117,  Lng: -78.085492),  Route carried "on" structure: County highway 659,  Year Built: 1932,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,258 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,684 (year 2040),  Features Intersected: ABRAMS CREEK,  Facility Carried by Structure: VALLEY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.677,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $101,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8297,  Location: 0.05 TO 655 - 0.47 TO END (Lat: 39.147681,  Lng: -78.101900),  Route carried "on" structure: County highway 719,  Year Built: 1975,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,149 (year 1993),  Average Future Daily Traffic: 2,500 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SULPHUR SPRING RUN,  Facility Carried by Structure: LANDFILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 8303,  Location: 0.00 ECL WINC.- 0.13 1204 (Lat: 39.180103,  Lng: -78.142469),  Route carried "on" structure: County highway 744,  Year Built: 1964,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 1,705 (year 2020),  Average Future Daily Traffic: 1,876 (year 2040),  Design Load: HS 15,  Features Intersected: I-81,  Facility Carried by Structure: WOODSTOCK LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.97m (32.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $96,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8305,  Location: 0.30 TO 11 - 0.10 TO 662 (Lat: 39.230825,  Lng: -78.111325),  Route carried "on" structure: County highway 761,  Year Built: 1978,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 5,302 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,283 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: OLD CHARLES TOWN R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $86,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8313,  Location: 0.10 TO 621 - 0.13 TO1110 (Lat: 39.140283,  Lng: -78.225475),  Route carried "on" structure: County highway 1109,  Year Built: 1973,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,717 (year 2014),  Average Future Daily Traffic: 1,833 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OPEQUON CREEK,  Facility Carried by Structure: STONEBROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 162,  Location: 1.15 RT 865 - 2.95 D.END (Lat: 38.777533,  Lng: -79.005681),  Route carried "on" structure: County highway 824,  Year Built: 1940,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 52 (year 2015),  Average Future Daily Traffic: 78 (year 2040),  Features Intersected: BENNETT RUN,  Facility Carried by Structure: BENNETT RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.062,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $95,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22344,  Location: 0003PLEA VA R0006GRACE ST (Lat: 39.148144,  Lng: -78.177247),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,594 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,453 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BUFFALO LICK RUN,  Facility Carried by Structure: PAPERMILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.2 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 22345,  Location: 0003FEATHE LA0032WEEMS LA (Lat: 39.164853,  Lng: -78.171792),  Route carried "on" structure: City street ,  Year Built: 1949,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,420 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,562 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ABRAMS CREEK,  Facility Carried by Structure: SOUTH LOUDOUN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 22346,  Location: 0020MILL AVE 0127NATIO AV (Lat: 39.170208,  Lng: -78.160731),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 18,105 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,421 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOWN RUN,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 22347,  Location: 0004HOLLIN DR0012MILLW AV (Lat: 39.171028,  Lng: -78.161511),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 750 (year 1981),  Average Future Daily Traffic: 1,900 (year 2027),  Design Load: HS 20,  Features Intersected: TOWN RUN,  Facility Carried by Structure: OPEQUON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 22348,  Location: 0002FEATHER B0035PATSY CL (Lat: 39.163789,  Lng: -78.166378),  Route carried "on" structure: Business City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 17,573 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,526 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ABRAMS CREEK,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 22349,  Location: 0028ECL-WINC 0021I 81 (Lat: 39.164308,  Lng: -78.160442),  Route carried "on" structure: US 17,  Year Built: 1950,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 27,184 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,058 (year 2040),  Design Load: HS 20,  Features Intersected: ABRAMS CREEK,  Facility Carried by Structure: MILLWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 23676,  Location: 0.38 TO 1323-0.35 TO 1322 (Lat: 39.204300,  Lng: -78.148372),  Route carried "on" structure: County highway 1320,  Year Built: 1992,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,565 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,834 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB REDBUD RUN,  Facility Carried by Structure: WEST BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

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

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Structure Number: 2379,  Location: 0.19LOUDST-0.21 PLVALLYRD (Lat: 39.166553,  Lng: -78.168994),  Route carried "on" structure: Business City street ,  Year Built: 1992,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 18,890 (year 2020),  Average Future Daily Traffic: 22,229 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: JUBAL EARLY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 24223,  Location: 0.10 TO 672 - 1.20 TO 663 (Lat: 39.251814,  Lng: -78.134528),  Route carried "on" structure: County highway 661,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,087 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,235 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HIATT RUN (SPUR),  Facility Carried by Structure: WELLTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.819,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 2466,  Location: 0.10 TO 645 - 0.30 TO 785 (Lat: 39.141958,  Lng: -78.160583),  Route carried "on" structure: US 522,  Year Built: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 12,247 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,146 (year 2040),  Features Intersected: BUFFALO LICK RUN,  Facility Carried by Structure: FRONT ROYAL PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 215.278,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 24763,  Location: 0.25 TO 644 - 0.60 TO 756 (Lat: 39.106078,  Lng: -78.158269),  Route carried "on" structure: US 522,  Year Built: 1996,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,866 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,612 (year 2040),  Design Load: HS 20,  Features Intersected: TRIBUTARY OPEQUON CREEK,  Facility Carried by Structure: FRONT ROYAL PK-SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 205.888,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 24869,  Location: 0.30 TO F1054-0.05 TO 644 (Lat: 39.108161,  Lng: -78.155906),  Route carried "on" structure: US 522,  Year Built: 1996,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 6,866 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,612 (year 2040),  Design Load: HS 20,  Features Intersected: OPEQUON CREEK,  Facility Carried by Structure: FRONT ROYAL PK-NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.503,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.3 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24871,  Location: 0.25 TO F1054-0.15 TO 644 (Lat: 39.107317,  Lng: -78.156397),  Route carried "on" structure: US 522,  Year Built: 1996,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,866 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,612 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIBUTARY OPEQUON CREEK,  Facility Carried by Structure: FRONT ROYAL PK-NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.342,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 26469,  Location: 1.00 RT 50-0.30 RT 37 SBL (Lat: 39.202167,  Lng: -78.190194),  Route carried "on" structure: Ramp US 111,  Year Built: 2001,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 17,341 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 37,  Facility Carried by Structure: MEDICAL CAMPUS BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.201,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26498,  Location: 0.06 TO 656-0.06 TO 1140 (Lat: 39.181000,  Lng: -78.117200),  Route carried "on" structure: County highway 659,  Year Built: 2001,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,827 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,558 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB ABRAMS CREEK,  Facility Carried by Structure: VALLEY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 88.9 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 27241,  Location: 0.25 TO 1380-0.01 TO 659 (Lat: 39.179467,  Lng: -78.116197),  Route carried "on" structure: County highway 656,  Year Built: 2001,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 7,110 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,954 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ABRAMS CREEK,  Facility Carried by Structure: GREENWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.788,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27328,  Location: 0.04 TO 616 - 0.15 TO 50 (Lat: 39.198894,  Lng: -78.251847),  Route carried "on" structure: County highway 608,  Year Built: 2002,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,398 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,538 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: POPLAR RUN,  Facility Carried by Structure: WARDENSVILLE GR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.947,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 27539,  Location: 1.35 TO 50 - 1.00 TO 728 (Lat: 39.125808,  Lng: -78.126783),  Route carried "on" structure: County highway 645,  Year Built: 2002,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 178 (year 2017),  Average Future Daily Traffic: 198 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BUFFALO LICK RUN,  Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.990,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 28096,  Location: 0.10 TO END - 0.06 TO 11 (Lat: 39.203144,  Lng: -78.155442),  Route carried "on" structure: County highway 764,  Year Built: 2005,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 392 (year 2020),  Average Future Daily Traffic: 431 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIBUTARY REDBUD RUN,  Facility Carried by Structure: LEE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very 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: 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: June 2021

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Structure Number: 28783,  Location: 0.40 TO 50 - 0.10 TO I81N (Lat: 39.166842,  Lng: -78.153694),  Route carried "on" structure: Ramp US 50,  Year Built: 2007,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 5,933 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,306 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ABRAMS CREEK & PRIVAT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.978,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29428,  Location: 0.04 TO 1572-0.07 TO 1573 (Lat: 39.101767,  Lng: -78.168233),  Route carried "on" structure: County highway 1036,  Year Built: 2011,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,358 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,358 (year 2030),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TALAMORE 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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 88.9 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: June 2021

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Structure Number: 30288,  Location: 0.02 TO 659 -0.11 TO 1491 (Lat: 39.176683,  Lng: -78.102067),  Route carried "on" structure: County highway 1554,  Year Built: 2004,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 1,800 (year 2012),  Average Future Daily Traffic: 3,600 (year 2024),  Design Load: HS 20,  Features Intersected: ABRAMS CREEK,  Facility Carried by Structure: CHANNING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 81.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 30416,  Location: 0.30 TO 11 - 0.60 TO END (Lat: 39.217125,  Lng: -78.128600),  Route carried "on" structure: County highway 883,  Year Built: 2016,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 9,215 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,770 (year 2035),  Design Load: HL 93,  Features Intersected: CSX RR,  Facility Carried by Structure: SNOWDEN BRIDGE BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 30423,  Location: 0.75 TO 656 - 0.05 TO 17 (Lat: 39.150272,  Lng: -78.130697),  Route carried "on" structure: County highway 655,  Year Built: 2020,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,645 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,097 (year 2035),  Design Load: HS 20,  Features Intersected: SULPHUR SPRING RUN,  Facility Carried by Structure: SULPHUR SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 8039,  Location: 0.60 TO 762-0.20 WINCHEST (Lat: 39.184742,  Lng: -78.137861),  Route carried "under" structure: Interstate 81,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 58,037 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-81,  Facility Carried by Structure: BERRYVILLE PIKE
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 508.782,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 8055,  Location: 0.00 WINC ECL-0.10 TO 522 (Lat: 39.162283,  Lng: -78.157972),  Route carried "under" structure: Interstate 81,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 44,563 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-81,  Facility Carried by Structure: MILLWOOD PIKE
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 505.660,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 8064,  Location: 0.25 TO 642 - 0.25 TO 11 (Lat: 39.120308,  Lng: -78.190828),  Route carried "under" structure: Interstate 81,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 44,563 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-81,  Facility Carried by Structure: J K ROBINSON - NBL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 500.125,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 8068,  Location: 1.64 TO 50 - 1.89 TO 11 (Lat: 39.210439,  Lng: -78.181700),  Route carried "under" structure: US 522,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,201 (year 2008),  Truck Traffic: 10%,  Features Intersected: ROUTE 522,  Facility Carried by Structure: J K ROBINSON - NBL
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 224.632,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 807,  Location: 1.64 TO 50 - 2.00 TO 11 (Lat: 39.210517,  Lng: -78.181947),  Route carried "under" structure: US 522,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,859 (year 2008),  Truck Traffic: 2%,  Features Intersected: ROUTE 522,  Facility Carried by Structure: J K ROBINSON - SBL
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 224.616,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 8072,  Location: 1.90 TO 522 - 0.09 TO 11 (Lat: 39.212589,  Lng: -78.147414),  Route carried "under" structure: US 11,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 13,002 (year 2008),  Truck Traffic: 2%,  Features Intersected: ROUTE 11 SBL,  Facility Carried by Structure: J K ROBINSON - NBL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 534.478,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 8076,  Location: 2.30 TO 622 - 1.65 TO 522 (Lat: 39.190675,  Lng: -78.198864),  Route carried "under" structure: US 50,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 20,796 (year 2008),  Features Intersected: ROUTE 50,  Facility Carried by Structure: J K ROBINSON - NBL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 22.928,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 8078,  Location: 2.30 TO 622 - 1.65 TO 522 (Lat: 39.190675,  Lng: -78.199142),  Route carried "under" structure: US 50,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 20,796 (year 2008),  Features Intersected: ROUTE 50,  Facility Carried by Structure: J K ROBINSON - SBL
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 22.912,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 808,  Location: 0.10 TO 642 - 0.25 TO 11 (Lat: 39.120189,  Lng: -78.191039),  Route carried "under" structure: Interstate 81,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 44,563 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-81,  Facility Carried by Structure: ROUTE 37 SBL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 500.109,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 8082,  Location: 0.25 TO 81 - 2.80 TO 622 (Lat: 39.122356,  Lng: -78.194875),  Route carried "under" structure: US 11,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 8,152 (year 2008),  Truck Traffic: 3%,  Features Intersected: ROUTE 11,  Facility Carried by Structure: JKROBINSON HWY-NBL
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 523.182,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 8084,  Location: 0.25 TO 81 - 2.80 TO 622 (Lat: 39.122186,  Lng: -78.194994),  Route carried "under" structure: US 11,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 8,152 (year 2008),  Truck Traffic: 3%,  Features Intersected: ROUTE 11,  Facility Carried by Structure: JKROBINSON HWY-SBL
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 523.150,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 8088,  Location: 1.72 TO 11 - 1.10 TO 622 (Lat: 39.142803,  Lng: -78.209853),  Route carried "under" structure: County highway 628,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 1,968 (year 2008),  Truck Traffic: 2%,  Features Intersected: MIDDLE RD (RT 628),  Facility Carried by Structure: J K ROBINSON - NBL
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 12.952,  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: 809,  Location: 1.72 TO 11 - 1.10 TO 622 (Lat: 39.142594,  Lng: -78.210053),  Route carried "under" structure: County highway 628,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 3,937 (year 2008),  Truck Traffic: 2%,  Features Intersected: MIDDLE RD (RT 628),  Facility Carried by Structure: J K ROBINSON - SBL
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 12.952,  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: 8092,  Location: 2.80 TO 11 - 2.29 TO 50 (Lat: 39.158633,  Lng: -78.210842),  Route carried "under" structure: County highway 622,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 13,502 (year 2008),  Truck Traffic: 1%,  Features Intersected: CEDAR CREEK GRADE-RT 622,  Facility Carried by Structure: J K ROBINSON - NBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 20.257,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 8094,  Location: 2.80 TO 11 - 2.29 TO 50 (Lat: 39.158611,  Lng: -78.211086),  Route carried "under" structure: County highway 622,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 6,751 (year 2008),  Truck Traffic: 1%,  Features Intersected: CEDAR CREEK GRADE-RT 622,  Facility Carried by Structure: J K ROBINSON - SBL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 20.257,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 8117,  Location: 0.40 TO 50 - 1.50 TO 7 (Lat: 39.166911,  Lng: -78.153831),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2011),  Features Intersected: ABRAMS CREEK & PVT RD,  Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 10.80m (35.43ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 8118,  Location: 0.40 TO 50 - 1.55 TO 7 (Lat: 39.167000,  Lng: -78.154139),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2011),  Features Intersected: ABRAMS CREEK & PVT RD,  Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 10.39m (34.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 8119,  Location: 2.34 TO 7 - 3.60 TO 672 (Lat: 39.217222,  Lng: -78.137417),  Route carried "under" structure: US 11,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 11,154 (year 2008),  Truck Traffic: 9%,  Features Intersected: ROUTE 11,  Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 535.459,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 8121,  Location: 2.34 TO 7 - 3.60 TO 672 (Lat: 39.216906,  Lng: -78.137986),  Route carried "under" structure: US 11,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 13,002 (year 2008),  Truck Traffic: 2%,  Features Intersected: ROUTE 11,  Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 535.427,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 8212,  Location: 1.25 TO 622 - 1.33 TO 50 (Lat: 39.174742,  Lng: -78.207175),  Route carried "under" structure: Bypass State highway 37,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 27,868 (year 2008),  Truck Traffic: 5%,  Features Intersected: ROUTE 37,  Facility Carried by Structure: MERRIMANS LANE
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 6.870,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 8239,  Location: 0.07 WINCH SCL - 0.35 717 (Lat: 39.141269,  Lng: -78.172897),  Route carried "under" structure: Interstate 81,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 44,563 (year 2008),  Truck Traffic: 10%,  Features Intersected: I-81,  Facility Carried by Structure: PAPERMILL RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 502.925,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)