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

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Structure Number: 2052,  Location: 0.51 RT 608 - 1.24 RT 834 (Lat: 38.077233,  Lng: -78.983383),  Route carried "on" structure: County highway 631,  Year Built: 1969,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,721 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,809 (year 2040),  Design Load: HS 20,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: LADD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.3m (7.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 2063,  Location: 1.75 RT 635 - 0.80 RT 250 (Lat: 38.104472,  Lng: -79.013478),  Route carried "on" structure: County highway 637,  Year Built: 1970,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 254 (year 2013),  Average Future Daily Traffic: 262 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 64,  Facility Carried by Structure: JERICHO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.223,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2075,  Location: 0.10 RT 696W-0.02 RT 696E (Lat: 38.302958,  Lng: -78.968942),  Route carried "on" structure: County highway 646,  Year Built: 1990,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 999 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,253 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NAKED CREEK,  Facility Carried by Structure: FADELY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.215,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2641,  Location: 0.53RT 690; 0.21 RT 689 (Lat: 37.361122,  Lng: -79.680778),  Route carried "on" structure: US 221,  Year Built: 1957,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 13,594 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,516 (year 2040),  Features Intersected: Branch of Goose Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 277.482,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $388,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $1,145,000 ( Estimate for 2015)

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Structure Number: 3673,  Location: 1.2 FR 705 & .9 TO 669 (Lat: 36.558444,  Lng: -77.859019),  Route carried "on" structure: County highway 626,  Year Built: 1962,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 560 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 784 (year 2040),  Design Load: H 20,  Features Intersected: PEA HILL CREEK,  Facility Carried by Structure: GASBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.962,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $1,440,000,  Roadway Improvement Cost: $720,000,  Total Project Cost: $3,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3734,  Location: .29 FR 626 & 1.7 TO 663 (Lat: 36.588353,  Lng: -77.926011),  Route carried "on" structure: County highway 664,  Year Built: 1969,  Year Reconstructed: 2013,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 49 (year 2013),  Average Future Daily Traffic: 67 (year 2040),  Features Intersected: PEA HILL CREEK,  Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.475,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 10.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  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: 0.94m (3.08ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $64,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $110,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3735,  Location: .7 FR 667 & 1.5 TO 663 (Lat: 36.583164,  Lng: -77.890439),  Route carried "on" structure: County highway 665,  Year Built: 1966,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 841 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 925 (year 2040),  Design Load: HS 20,  Features Intersected: PEA HILL CREEK,  Facility Carried by Structure: ANKUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.016,  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: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.5 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $624,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $834,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3737,  Location: 1.24 FR 46 & 2.6 TO 611 (Lat: 36.609883,  Lng: -77.841689),  Route carried "on" structure: County highway 667,  Year Built: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 257 (year 2013),  Average Future Daily Traffic: 396 (year 2040),  Design Load: HS 20,  Features Intersected: RATTLESNAKE CREEK,  Facility Carried by Structure: VINELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.146,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $131,000 ( Estimate for 2016)

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Structure Number: 3738,  Location: .5 FR. 718 & 2.1 TO 46 (Lat: 36.574681,  Lng: -77.866097),  Route carried "on" structure: County highway 667,  Year Built: 1962,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 458 (year 2013),  Average Future Daily Traffic: 705 (year 2040),  Design Load: H 20,  Features Intersected: PEA HILL CREEK,  Facility Carried by Structure: LAKE GASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.321,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $1,453,000,  Roadway Improvement Cost: $727,000,  Total Project Cost: $2,200,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3768,  Location: .2 FR 667 & 1.2 DEAD END (Lat: 36.577197,  Lng: -77.877219),  Route carried "on" structure: County highway 718,  Year Built: 1962,  Status: Posted for load,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 140 (year 2019),  Average Future Daily Traffic: 168 (year 2040),  Design Load: H 15,  Features Intersected: PEA HILL CREEK,  Facility Carried by Structure: HAMMACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.989,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 27.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  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: 2.35m (7.71ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $179,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2072,  Location: 00.59FT.EUST./00.54RT.64 (Lat: 37.172497,  Lng: -76.563553),  Route carried "on" structure: State highway 105,  Year Built: 1960,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 20.06m (65.81ft),  Average Daily Traffic: 34,523 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,332 (year 2040),  Design Load: H 20,  Features Intersected: N.N. Resevoir,  Facility Carried by Structure: Fort Eustis Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2073,  Location: 0.96 TO 60/0.15 TO 17&143 (Lat: 37.072872,  Lng: -76.477156),  Route carried "on" structure: State highway 312,  Year Built: 1958,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 28,649 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,766 (year 2040),  Design Load: HS 20,  Features Intersected: Lake Maury,  Facility Carried by Structure: J. Clyde Morris Bl
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  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: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 2074,  Location: 0.37 Mi To Route 143 (Lat: 36.993100,  Lng: -76.421200),  Route carried "on" structure: Interstate 664,  Year Built: 1987,  Status: Open,  Structure Length: 33.65m (110.40ft),  Average Daily Traffic: 60,848 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 85,187 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 39th St & Marshall Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.146,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.9m (114.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 93.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.65m (110.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $7,948,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $10,000,000,  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: 26411,  Location: 0.0 POWHATAN/GOOCHLAND CL (Lat: 37.569000,  Lng: -77.683564),  Route carried "on" structure: State highway 288,  Year Built: 2004,  Status: Open,  Structure Length: 111.62m (366.21ft),  Average Daily Traffic: 22,267 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,174 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JAMES RIVER & CSX RAILRD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 35.9m (117.8ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Number Of Approach Spans: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater 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: 27597,  Location: .89 FR 753 & .3 TO 671 (Lat: 36.614644,  Lng: -77.809233),  Route carried "on" structure: County highway 670,  Year Built: 2003,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 280 (year 2013),  Average Future Daily Traffic: 318 (year 2040),  Design Load: H 20,  Features Intersected: RATTLESNAKE CREEK,  Facility Carried by Structure: WESTERN MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.620,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $249,000 ( Estimate for 2017)