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

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Structure Number: 229,  Location: 00.16FR29/0.1TO Rte 6742 (Lat: 38.897419,  Lng: -77.094625),  Route carried "on" structure: State highway 124,  Year Built: 1948,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 17,709 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,793 (year 2040),  Design Load: HS 20,  Features Intersected: SPOUT RUN,  Facility Carried by Structure: SPOUT RUN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 2020,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $150,000

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Structure Number: 1709,  Location: 0.16 RT 728 - 0.14 RT 737 (Lat: 38.270581,  Lng: -79.149047),  Route carried "on" structure: State highway 42,  Year Built: 1949,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,755 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,930 (year 2040),  Design Load: H 15,  Features Intersected: ELK RUN,  Facility Carried by Structure: Scenic Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 333.504,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  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: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $109,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5133,  Location: .84FRRT.360 & .54TORT.651 (Lat: 37.467861,  Lng: -77.507586),  Route carried "on" structure: State highway 150,  Year Built: 1979,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 49,126 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 647 (WALMSLEY BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.899,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6386,  Location: 00.50FR95NB/00.40TO395NB (Lat: 38.792356,  Lng: -77.171872),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1961,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 107,497 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 240,379 (year 2031),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.402,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 6402,  Location: 01.92 613 / 00.24 I-395 (Lat: 38.791397,  Lng: -77.169764),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 92,130 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 128,982 (year 2040),  Design Load: HS 20,  Features Intersected: BACKLICK RUN,  Facility Carried by Structure: CAPITAL BELTWAY IL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 275.704,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 49.50m (162.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $150,000 ( Estimate for 2014)

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Structure Number: 6439,  Location: 0.05FR95NBL 0.15TO395NBL (Lat: 38.790878,  Lng: -77.172464),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1961,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 131,000 (year 1993),  Truck Traffic: 6%,  Average Future Daily Traffic: 276,233 (year 2040),  Design Load: HS 20,  Features Intersected: BACKLICK RUN
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),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 59.41m (194.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $175,000

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Structure Number: 6546,  Location: 00.05FR495/01.06TO648 (Lat: 38.790914,  Lng: -77.174836),  Route carried "on" structure: Interstate 395,  Year Built: 1961,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 191,351 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 208,629 (year 2040),  Design Load: HS 20,  Features Intersected: BACK LICK RUN,  Facility Carried by Structure: SHIRLEY MEM. HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.02m (29.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $75,000 ( Estimate for 2015)

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Structure Number: 6551,  Location: 0.82FR648 0.97TO236 (Lat: 38.809719,  Lng: -77.151244),  Route carried "on" structure: Interstate 395,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 141,779 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 185,019 (year 2040),  Design Load: HS 20,  Features Intersected: TURKEY COCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.105,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.61m (106.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $150,000 ( Estimate for 2014)

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Structure Number: 6552,  Location: 0.10FR648 / 0.30TO395 NB (Lat: 38.803094,  Lng: -77.165969),  Route carried "on" structure: Ramp Interstate 648,  Year Built: 1967,  Status: Open,  Structure Length: 16.95m (55.61ft),  Average Daily Traffic: 4,998 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,997 (year 2040),  Design Load: HS 20,  Features Intersected: EDSALL RD. & RAMP-E,  Facility Carried by Structure: RAMP C TO 395_NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 17.07m (56.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $140,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6554,  Location: 1.93Fr495/0.73To236 (Lat: 38.810350,  Lng: -77.149878),  Route carried "on" structure: Interstate 395,  Year Built: 1967,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 71,259 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 99,763 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RP.A TO REVERSIBLE LANES,  Facility Carried by Structure: HEN.SHIRLEY MEM.HY
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 3.427,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 77.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,950,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $2,250,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6558,  Location: 00.20 648 / 00.10 I-395NB (Lat: 38.803036,  Lng: -77.163258),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1967,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 4,998 (year 2020),  Average Future Daily Traffic: 6,997 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE I-395 AND RAMP E,  Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  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: 5,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $175,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6584,  Location: 0.24FR395 0.41TO617 (Lat: 38.792614,  Lng: -77.179006),  Route carried "on" structure: Interstate 495,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 92,130 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 128,982 (year 2040),  Design Load: HS 20,  Features Intersected: BACKLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.16m (36.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $79,000

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Structure Number: 6693,  Location: 00.21FR1467/ 00.07TO707 (Lat: 38.797219,  Lng: -77.185733),  Route carried "on" structure: County highway 617,  Year Built: 1966,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 26,178 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,796 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: BACKLICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.421,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.6 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 replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,000,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $5,015,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 67,  Location: 00.07FR2723/00.03TO707 (Lat: 38.798594,  Lng: -77.185414),  Route carried "on" structure: County highway 617,  Year Built: 1966,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 26,178 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,796 (year 2040),  Design Load: HS 20,  Features Intersected: BACKLICK RUN,  Facility Carried by Structure: BACKLICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.520,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.75m (61.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $150,000 ( Estimate for 2014)

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Structure Number: 6756,  Location: 00.00FR.635/00.05TO1320 (Lat: 38.779861,  Lng: -77.156978),  Route carried "on" structure: County highway 644,  Year Built: 1974,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 24,614 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,460 (year 2040),  Design Load: HS 20,  Features Intersected: METRO & CSX RWY,  Facility Carried by Structure: FRANCONIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.401,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $250,000 ( Estimate for 2026),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6757,  Location: 00.08 1179 / 00.20 6945 (Lat: 38.775081,  Lng: -77.203575),  Route carried "on" structure: County highway 644,  Year Built: 1964,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 29,700 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,580 (year 2040),  Design Load: HS 20,  Features Intersected: ACCOTINK CREEK,  Facility Carried by Structure: OLD KEENE MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.270,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6774,  Location: 01.2FR617/01.8TO401 (Lat: 38.802281,  Lng: -77.164239),  Route carried "on" structure: County highway 648,  Year Built: 1967,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 18,293 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,853 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 395,  Facility Carried by Structure: EDSALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.122,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $310,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6927,  Location: 00.50FR1132/00.21TO1135 (Lat: 38.772931,  Lng: -77.192689),  Route carried "on" structure: County highway 1134,  Year Built: 1950,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 865 (year 2020),  Average Future Daily Traffic: 952 (year 2040),  Design Load: HS 20,  Features Intersected: CALAMO BRANCH,  Facility Carried by Structure: CALAMO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.848,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.10m (36.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $100,000 ( Estimate for 2015)

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Structure Number: 6929,  Location: 00.03FR1396/00.04TO1147 (Lat: 38.786583,  Lng: -77.180106),  Route carried "on" structure: County highway 1155,  Year Built: 1973,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 848 (year 2015),  Average Future Daily Traffic: 954 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF BACKLICK RUN,  Facility Carried by Structure: AUGUSTA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.669,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $128,000 ( Estimate for 2014)

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Structure Number: 6958,  Location: 00.03FR.2460/00.05TO2476 (Lat: 38.801611,  Lng: -77.187167),  Route carried "on" structure: County highway 2459,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,766 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,467 (year 2040),  Design Load: HS 20,  Features Intersected: BACKLICK CREEK,  Facility Carried by Structure: LEESVILLE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: State 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: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $155,000 ( Estimate for 2016)

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Structure Number: 14023,  Location: 0.28 Fr 641 & 0.12 To 639 (Lat: 37.248781,  Lng: -77.152278),  Route carried "on" structure: State highway 10,  Year Built: 1920,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,714 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,985 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: POWELL CREEK,  Facility Carried by Structure: JAMES RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.194,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 14218,  Location: 6.6FR245/01.92TO15 (Lat: 38.821778,  Lng: -77.675653),  Route carried "on" structure: Interstate 66,  Year Built: 1980,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 19,009 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,613 (year 2040),  Design Load: HS 20,  Features Intersected: THOROUGHFARE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.220,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Epoxy

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Structure Number: 17601,  Location: .05 TO R632; .45 TO R91 (Lat: 36.908008,  Lng: -81.701978),  Route carried "on" structure: County highway 633,  Year Built: 1979,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 313 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 344 (year 2040),  Design Load: HS 20,  Features Intersected: N FORK HOLSTON RIVER,  Facility Carried by Structure: POSSUM HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18853,  Location: 0.36 FR. 690; 1.51 TO 689 (Lat: 36.808247,  Lng: -82.099147),  Route carried "on" structure: US 19,  Year Built: 1932,  Year Reconstructed: 1942,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 14,860 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,545 (year 2040),  Design Load: H 15,  Features Intersected: LITTLE MOCCASIN CREEK,  Facility Carried by Structure: PORTERFIELD HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.368,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $304,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20048,  Location: 0.17KEYS ST; 0.03SPUR LN (Lat: 36.609292,  Lng: -82.193633),  Route carried "on" structure: State highway 381,  Year Built: 1959,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 13,053 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,358 (year 2040),  Design Load: HS 20,  Features Intersected: COMMONWLTH AV O LITTL CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 20049,  Location: 0.05 TO 81;1.1 TOWCL-BRIS (Lat: 36.623783,  Lng: -82.181219),  Route carried "on" structure: Interstate 381,  Year Built: 1987,  Status: Open,  Structure Length: 14.54m (47.70ft),  Average Daily Traffic: 5,361 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,505 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-381N RAMP 1A & I-81/58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: July 2020,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20051,  Location: 0.15FR381;0.20TO I-81/58 (Lat: 36.624058,  Lng: -82.180881),  Route carried "on" structure: Ramp Interstate 381,  Year Built: 1987,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 877 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 965 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-381S(OVR);I-81/58(UND)
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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 desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: July 2020,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21269,  Location: 0.22 RT 683 & 0.10 RT 611 (Lat: 37.062133,  Lng: -80.739981),  Route carried "on" structure: City street 789,  Year Built: 1932,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 70 (year 1993),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2032),  Features Intersected: THORNSPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $81,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23161,  Location: 00.10FR617/01.50TO613 (Lat: 38.768456,  Lng: -77.184461),  Route carried "on" structure: County highway 289,  Year Built: 1991,  Status: Open,  Structure Length: 42.98m (141.01ft),  Average Daily Traffic: 29,246 (year 2020),  Average Future Daily Traffic: 32,171 (year 2040),  Design Load: HS 20,  Features Intersected: RTE. 95-SBL&NBL&HOV,  Facility Carried by Structure: FRAN/SPRNGFLD PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 27,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.98m (141.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $350,000,  Total Project Cost: $800,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23322,  Location: 03.04FR617/00.30TO644 (Lat: 38.774833,  Lng: -77.181611),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1992,  Status: Open,  Structure Length: 13.53m (44.39ft),  Average Daily Traffic: 24,562 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 250,000 (year 2034),  Design Load: HS 20,  Features Intersected: H.O.V. & ROUTE 95 SBL,  Facility Carried by Structure: RAMP H-S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.143,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $210,000 ( Estimate for 2014),  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: 23333,  Location: 00.30 2677 / 00.55 613 (Lat: 38.767664,  Lng: -77.166164),  Route carried "on" structure: County highway 289,  Year Built: 1992,  Status: Open,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 39,370 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,135 (year 2040),  Design Load: HS 20,  Features Intersected: R.F.& P RAILROAD,  Facility Carried by Structure: FRAN/SPRNGFLD PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 38.1m (125.0ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.37m (40.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  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: 23621,  Location: 00.65FR286/02.00TO644 (Lat: 38.748747,  Lng: -77.185408),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1993,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 32,423 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,175 (year 2034),  Design Load: HS 20,  Features Intersected: I-95 NBL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23622,  Location: 01.40FR644/01.17TO617 (Lat: 38.756569,  Lng: -77.184167),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1993,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 8,522 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,931 (year 2040),  Design Load: HS 20,  Features Intersected: BACKLICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 271.181,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.83m (42.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $175,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24341,  Location: 00.65FRI-95/00.85TO613 (Lat: 38.769114,  Lng: -77.171494),  Route carried "on" structure: County highway 289,  Year Built: 1995,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 39,370 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,135 (year 2040),  Design Load: HS 20,  Features Intersected: FRONTIER DRIVE,  Facility Carried by Structure: FRAN/SPRNGFLD PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 6,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $50,000,  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: 25167,  Location: 00.50FR644/00.40TO617 (Lat: 38.781358,  Lng: -77.179031),  Route carried "on" structure: County highway 789,  Year Built: 2001,  Status: Open,  Structure Length: 16.28m (53.41ft),  Average Daily Traffic: 16,976 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,766 (year 2040),  Design Load: HS 20,  Features Intersected: I-95 & I-395,  Facility Carried by Structure: COMMERCE ST. #6162
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.438,  Lanes on structure: 5,  Lanes under structure: 24,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.0m (187.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.28m (53.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $175,000 ( Estimate for 2014),  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: 2518,  Location: 00.10FR F271/00.12TO1155 (Lat: 38.778869,  Lng: -77.185658),  Route carried "on" structure: County highway 617,  Year Built: 2000,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 20,769 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,943 (year 2040),  Design Load: HS 20,  Features Intersected: RTE.644 OLD KEENE MILL,  Facility Carried by Structure: AMHERST AVE. #6446
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $175,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25803,  Location: 0.32FR644EB/1.13TO495EB (Lat: 38.776528,  Lng: -77.182319),  Route carried "on" structure: Ramp County highway 644,  Year Built: 1999,  Status: Open,  Structure Length: 45.38m (148.88ft),  Average Daily Traffic: 3,516 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,922 (year 2040),  Design Load: HS 20,  Features Intersected: I-95;I-395NB;ASSORT.RMPS,  Facility Carried by Structure: RAMP OK-W
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 10.153,  Lanes on structure: 1,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 54.3m (178.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.9 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  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: 25804,  Location: 00.25FR644/00.15TO95 (Lat: 38.776608,  Lng: -77.182206),  Route carried "on" structure: Ramp Interstate 644,  Year Built: 2000,  Status: Open,  Structure Length: 21.03m (69.00ft),  Average Daily Traffic: 281,966 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 845,898 (year 2034),  Design Load: HS 20,  Features Intersected: I-95; RMPS OK-S;F-S;H-S,  Facility Carried by Structure: RAMP OK-E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 273.015,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 73.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.03m (69.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,000,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25813,  Location: 002.17FR620/00.67TO I-95 (Lat: 38.795064,  Lng: -77.185900),  Route carried "on" structure: Interstate 495,  Year Built: 2002,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 92,130 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 128,982 (year 2040),  Design Load: HS 20,  Features Intersected: BACKLICK ROAD RTE.617
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.611,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 48.5m (159.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $100,000,000,  Roadway Improvement Cost: $80,000,000,  Total Project Cost: $180,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing