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

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Structure Number: 189,  Location: 0.15 RT 820W-0.23 RTE 608 (Lat: 38.151664,  Lng: -78.924928),  Route carried "on" structure: State highway 254,  Year Built: 1974,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 5,319 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,851 (year 2040),  Design Load: HS 20,  Features Intersected: MEADOW RUN,  Facility Carried by Structure: HERMITAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.220,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  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: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: November 2021

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Structure Number: 2317,  Location: 0.11 RT 782 - 1.43 RT 865 (Lat: 38.208286,  Lng: -78.880611),  Route carried "on" structure: County highway 778,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 727 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 889 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: POLECAT DRAFT,  Facility Carried by Structure: PATTERSON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.780,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.9m (6.2ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 232,  Location: 0.26 RT 777 - 2.05 RT 608 (Lat: 38.230161,  Lng: -78.926064),  Route carried "on" structure: County highway 778,  Year Built: 1915,  Status: Posted for load,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 292 (year 2013),  Average Future Daily Traffic: 450 (year 2040),  Features Intersected: MIDDLE RIVER,  Facility Carried by Structure: Knightly Mill Rd
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 5.615,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.5m (182.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $525,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $788,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2334,  Location: 0.15 RT 608 - 0.33 RT 820 (Lat: 38.162625,  Lng: -78.918500),  Route carried "on" structure: County highway 785,  Year Built: 1987,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 420 (year 2013),  Average Future Daily Traffic: 647 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MEADOW RUN,  Facility Carried by Structure: MADRID RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2335,  Location: 0.45 RT 788 - 0.98 RT 608 (Lat: 38.172203,  Lng: -78.931558),  Route carried "on" structure: County highway 786,  Year Built: 1940,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 370 (year 2013),  Average Future Daily Traffic: 420 (year 2040),  Features Intersected: MEADOW RUN,  Facility Carried by Structure: EAKLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.839,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2336,  Location: 1.07 RT 788 - 0.01 RT 907 (Lat: 38.187506,  Lng: -78.929314),  Route carried "on" structure: County highway 787,  Year Built: 1925,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 42 (year 2013),  Average Future Daily Traffic: 48 (year 2040),  Features Intersected: MEADOW RUN,  Facility Carried by Structure: Old Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.485,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 37.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $70,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2398,  Location: 0.18 RT 612 - 0.16 RT 617 (Lat: 38.192206,  Lng: -78.934864),  Route carried "on" structure: County highway 907,  Year Built: 1900,  Status: Closed,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 63 (year 2017),  Average Future Daily Traffic: 70 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHRISTIANS CREEK,  Facility Carried by Structure: TILT HAMMER CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 2.9m (9.5ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Poor,  Channel: Very good,  Operating Rating: 6.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Deck Geometry: Meets minimum limits,  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: > 39.9% below),  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 6 months,  Critical Feature Inspection Frequency: Every 6 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $350,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24,  Location: 0.34 RT 612 - 0.00 RT 617 (Lat: 38.190981,  Lng: -78.932467),  Route carried "on" structure: County highway 907,  Year Built: 1913,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 63 (year 2017),  Average Future Daily Traffic: 70 (year 2040),  Features Intersected: MEADOW RUN,  Facility Carried by Structure: Swisher Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.5m (11.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 10.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 7.3 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 corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $22,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24268,  Location: 0.65 RT 775 - 0.45 RT 777 (Lat: 38.236756,  Lng: -78.922597),  Route carried "on" structure: State highway 778,  Year Built: 1995,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 241 (year 2017),  Average Future Daily Traffic: 286 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB MIDDLE RIVER,  Facility Carried by Structure: KNIGHTLY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.489,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 29364,  Location: 1.24 Rt 775 - 0.51 Rt 777 (Lat: 38.231781,  Lng: -78.897769),  Route carried "on" structure: County highway 774,  Year Built: 2009,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 131 (year 2013),  Average Future Daily Traffic: 149 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Middle River,  Facility Carried by Structure: Cline River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.342,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing