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

Find on map >>   Show street view

Structure Number: 536,  Location: 2.20 FR 250 / 3.20 TO 616 (Lat: 38.014753,  Lng: -78.391922),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 18,235 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 25,529 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 22 & BBX. RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.844,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 537,  Location: 1.60 TO F729 - 1.55 7BUS (Lat: 39.161450,  Lng: -77.977272),  Route carried "on" structure: Bypass State highway 7,  Year Built: 1975,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 9,773 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,684 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 340,  Facility Carried by Structure: HARRY BYRD HWY-WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.467,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 6263,  Location: 00.30FR657/01.27TO662 (Lat: 38.852264,  Lng: -77.432767),  Route carried "on" structure: State highway 28,  Year Built: 1967,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 82,614 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 115,660 (year 2040),  Design Load: HS 20,  Features Intersected: BIG ROCKY RUN,  Facility Carried by Structure: SULLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.281,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.60m (100.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $150,000 ( Estimate for 2015)

Find on map >>   Show street view

Structure Number: 6271,  Location: 00.35FR662/00.25TO7510 (Lat: 38.833244,  Lng: -77.463667),  Route carried "on" structure: US 29,  Year Built: 1926,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 12,816 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,944 (year 2040),  Design Load: HS 20,  Features Intersected: CUB RUN,  Facility Carried by Structure: LEE HIGHWAY SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 363.119,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $220,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 6272,  Location: 00.35FR662/00.25TO7510 (Lat: 38.833131,  Lng: -77.463539),  Route carried "on" structure: US 29,  Year Built: 1954,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 12,816 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,944 (year 2040),  Design Load: HS 20,  Features Intersected: CUB RUN,  Facility Carried by Structure: LEE HIGHWAY NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 363.119,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 6311,  Location: 01.60 234 / 01.50 29 (Lat: 38.820478,  Lng: -77.465297),  Route carried "on" structure: Interstate 66,  Year Built: 1961,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 52,065 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 72,891 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 658__COMPTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.898,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $250,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 6313,  Location: 01.60 234 / 01.50 29 (Lat: 38.820325,  Lng: -77.465033),  Route carried "on" structure: Interstate 66,  Year Built: 1961,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 73,977 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 103,568 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 658__COMPTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.271,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $260,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 6707,  Location: 00.04FR7354/00.09TO7320 (Lat: 38.848494,  Lng: -77.438961),  Route carried "on" structure: County highway 620,  Year Built: 1976,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 12,341 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,277 (year 2040),  Design Load: HS 20,  Features Intersected: BIG ROCKY RUN,  Facility Carried by Structure: BRADDOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.890,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: 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,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016)

Find on map >>   Show street view

Structure Number: 671,  Location: 00.40FR659/01.35TO28 (Lat: 38.829633,  Lng: -77.419019),  Route carried "on" structure: County highway 7783,  Year Built: 1990,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 10,148 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,209 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE ROCKY RUN,  Facility Carried by Structure: NEW BRADDCK RD WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $410,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 6711,  Location: 01.00FR28/00.30T0659 (Lat: 38.829483,  Lng: -77.419033),  Route carried "on" structure: County highway 7783,  Year Built: 1990,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 10,148 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,209 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE ROCKY RUN,  Facility Carried by Structure: NEW BRADDCK RD EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $410,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 6715,  Location: 00.10FR654/01.00TO28 (Lat: 38.830233,  Lng: -77.413383),  Route carried "on" structure: County highway 7783,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20,297 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,416 (year 2040),  Design Load: HS 20,  Features Intersected: BR. OF LITTLE ROCKY RUN,  Facility Carried by Structure: NEW BRADDOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.027,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $250,000 ( Estimate for 2015)

Find on map >>   Show street view

Structure Number: 6808,  Location: 00.40FR.859/01.56TO621 (Lat: 38.821028,  Lng: -77.465583),  Route carried "on" structure: County highway 658,  Year Built: 1961,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 1,868 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,364 (year 2040),  Design Load: HS 20,  Features Intersected: CUB RUN,  Facility Carried by Structure: COMPTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.570,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 89.8 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7094,  Location: 0.40FR7345 0.08TO7005 (Lat: 38.848475,  Lng: -77.448072),  Route carried "on" structure: County highway 7346,  Year Built: 1986,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,936 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,521 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BIG ROCKY RUN,  Facility Carried by Structure: AUBREY PATENT DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.863,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $600,000 ( Estimate for 2015)

Find on map >>   Show street view

Structure Number: 23521,  Location: 00.25 6755 / 00.30 8461 (Lat: 38.872272,  Lng: -77.452844),  Route carried "on" structure: Business County highway 8460,  Year Built: 1989,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 15,318 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,445 (year 2040),  Design Load: HS 20,  Features Intersected: FLATLICK BRANCH,  Facility Carried by Structure: STONECROFT BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $150,000

Find on map >>   Show street view

Structure Number: 2401,  Location: 01.15FR645/00.80TO659 (Lat: 38.796594,  Lng: -77.409531),  Route carried "on" structure: County highway 658,  Year Built: 1994,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,208 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,295 (year 2040),  Design Load: HS 20,  Features Intersected: JOHNNY MOORE CREEK,  Facility Carried by Structure: COMPTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.930,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

Find on map >>   Show street view

Structure Number: 24993,  Location: 02.00FR234/02.26TO29 (Lat: 38.815094,  Lng: -77.477889),  Route carried "on" structure: Interstate 66,  Year Built: 1996,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 52,065 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 72,891 (year 2040),  Design Load: HS 20,  Features Intersected: CUB RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.675,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $175,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 25501,  Location: 00.17FR7988/00.10TO29 (Lat: 38.841639,  Lng: -77.404469),  Route carried "on" structure: County highway 645,  Year Built: 1998,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 13,375 (year 2020),  Average Future Daily Traffic: 18,725 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE ROCKY RUN,  Facility Carried by Structure: STRINGFELLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: $1,000,  Total Project Cost: $3,000

Find on map >>   Show street view

Structure Number: 26288,  Location: 00.40FR662/00.90TO28 (Lat: 38.836356,  Lng: -77.449956),  Route carried "on" structure: US 29,  Year Built: 1999,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 25,633 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,886 (year 2040),  Design Load: HS 20,  Features Intersected: BIG ROCKY RUN,  Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.342,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 31.3m (102.7ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $112,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 26389,  Location: 00.33FR858/00.55TO66 (Lat: 38.838567,  Lng: -77.431992),  Route carried "on" structure: US 29,  Year Built: 2000,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 33,226 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,115 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 28 - SULLY ROAD,  Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 365.887,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 48.1m (157.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $460,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 28099,  Location: 0.20FR STONCRFT/0.55TO657 (Lat: 38.872672,  Lng: -77.445692),  Route carried "on" structure: County highway 662,  Year Built: 2005,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 28,425 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,795 (year 2040),  Design Load: HS 20,  Features Intersected: RTE.28 SULLY RD.,  Facility Carried by Structure: Westfields Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 28515,  Location: 00.10FR645/00.30TO29 (Lat: 38.848939,  Lng: -77.407381),  Route carried "on" structure: County highway 8285,  Year Built: 2005,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 101 (year 2000),  Average Future Daily Traffic: 121 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB.OF LITTLE ROCKY RUN,  Facility Carried by Structure: CENTREVILLE FARMS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.51m (64.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $250,000 ( Estimate for 2015)

Find on map >>   Show street view

Structure Number: 28517,  Location: 00.10FR29/00.28TO LELAND (Lat: 38.840950,  Lng: -77.411533),  Route carried "on" structure: County highway 8285,  Year Built: 2005,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 6,513 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,118 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIB.OF WILLOW SPRINGS,  Facility Carried by Structure: CENTREVILLE FARMS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.07m (56.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $175,000

Find on map >>   Show street view

Structure Number: 28639,  Location: 0.20From0000/0.25To10099 (Lat: 38.844758,  Lng: -77.409928),  Route carried "on" structure: County highway 7773,  Year Built: 2005,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,746 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,921 (year 2040),  Design Load: HS 20,  Features Intersected: Little Rocky Willow Run,  Facility Carried by Structure: Leland Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $50,000 ( Estimate for 2015)

Find on map >>   Show street view

Structure Number: 30109,  Location: 0.53fr645 0.53to659 (Lat: 38.815250,  Lng: -77.405361),  Route carried "on" structure: Bypass County highway 3546,  Year Built: 2014,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,375 (year 2015),  Average Future Daily Traffic: 1,547 (year 2040),  Design Load: HS 20,  Features Intersected: JOHNNY MOORE CREEK,  Facility Carried by Structure: TWIN LAKE DRIVE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 30235,  Location: 0.85fr28 0.5to645 (Lat: 38.838928,  Lng: -77.415506),  Route carried "on" structure: State highway 29,  Year Built: 2015,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 16,613 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,258 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE ROCKY RUN
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 80.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 30736,  Location: 00.07fr29 00.40to wood (Lat: 38.839519,  Lng: -77.441175),  Route carried "on" structure: County highway 5401,  Year Built: 1989,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 11,000 (year 2019),  Average Future Daily Traffic: 15,840 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. OF BIG ROCK RUN,  Facility Carried by Structure: TRINITY PKWY
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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

Find on map >>   Show street view

Structure Number: 30941,  Location: 0.31fr West F 0.69to657 (Lat: 38.868650,  Lng: -77.442811),  Route carried "on" structure: Alternate County highway 4831,  Year Built: 2020,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 200 (year 2020),  Average Future Daily Traffic: 800 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 28/SULLY RD,  Facility Carried by Structure: POPLAR TREE ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 30942,  Location: 1.36r662 00.01to657 (Lat: 38.851667,  Lng: -77.433472),  Route carried "on" structure: County highway 620,  Year Built: 2020,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 12,341 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,277 (year 2040),  Design Load: HL 93,  Features Intersected: 28SB off ramps to 66 WB,  Facility Carried by Structure: BRADDOCK ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 0.0m,  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 33.1m (108.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3095,  Location: .55 FR 28 1.61 TO 50 (Lat: 38.851797,  Lng: -77.402864),  Route carried "on" structure: Interstate 66,  Year Built: 2021,  Status: Open,  Structure Length: 4.73m (15.52ft),  Average Daily Traffic: 78,506 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 100,544 (year 2035),  Design Load: HL 93,  Features Intersected: STRINGFELLOW RD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.3m (155.2ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

Find on map >>   Show street view

Structure Number: 31046,  Location: .46Frm Rt 29 .42To Rt 657 (Lat: 38.845569,  Lng: -77.431242),  Route carried "on" structure: Interstate 66,  Year Built: 2020,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 62,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 73,000 (year 2030),  Design Load: HL 93,  Features Intersected: Rt 28 SB Rmp to 1-66 EB,  Facility Carried by Structure: Rt 28 NB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 31052,  Location: 00.02fr620 00,35to66W (Lat: 38.850917,  Lng: -77.433747),  Route carried "on" structure: Interstate 66,  Year Built: 2020,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 16,000 (year 2021),  Average Future Daily Traffic: 28,000 (year 2036),  Design Load: HL 93,  Features Intersected: ROUTE 28 SB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 31053,  Location: 00.30fr66 00.50to29 (Lat: 38.846783,  Lng: -77.432708),  Route carried "on" structure: State highway 28,  Year Built: 2021,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 15,000 (year 2021),  Average Future Daily Traffic: 25,000 (year 2035),  Design Load: HL 93,  Features Intersected: I-66
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 31055,  Location: 00.38fr66EB 00.10to28NB (Lat: 38.846203,  Lng: -77.431578),  Route carried "on" structure: State highway 28,  Year Built: 2020,  Status: Open,  Structure Length: 17.01m (55.81ft),  Average Daily Traffic: 110,967 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 143,687 (year 2035),  Design Load: HL 93,  Features Intersected: I-66
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 80.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 31058,  Location: .04FR28/0.5TO BRADDOCK (Lat: 38.844881,  Lng: -77.432064),  Route carried "on" structure: State highway 28,  Year Built: 2020,  Status: Open,  Structure Length: 12.00m (39.37ft),  Average Daily Traffic: 16,000 (year 2020),  Average Future Daily Traffic: 27,000 (year 2035),  Design Load: HL 93,  Features Intersected: ROUTE 28 SB RAMP
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 31217,  Location: 00.10fr620 00.13to970 (Lat: 38.851667,  Lng: -77.432414),  Route carried "on" structure: County highway 657,  Year Built: 2020,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 52,487 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 73,482 (year 2040),  Design Load: HL 93,  Features Intersected: Rte.28 NB,  Facility Carried by Structure: Walney Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 31245,  Location: 04.73FR234/01.05TO28 (Lat: 38.836750,  Lng: -77.447611),  Route carried "on" structure: Interstate 66,  Year Built: 2020,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 64,215 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 87,109 (year 2035),  Design Load: HL 93,  Features Intersected: LEE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.102,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 70.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $115,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 6311,  Location: 01.60 234 / 01.50 29 (Lat: 38.820478,  Lng: -77.465297),  Route carried "under" structure: County highway 658,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,022 (year 2008),  Truck Traffic: 2%,  Features Intersected: RTE 658__COMPTON ROAD,  Facility Carried by Structure: WBL ROUTE 0066
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 2.542,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

Find on map >>   Show street view

Structure Number: 6313,  Location: 01.60 234 / 01.50 29 (Lat: 38.820325,  Lng: -77.465033),  Route carried "under" structure: County highway 658,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,022 (year 2008),  Truck Traffic: 2%,  Features Intersected: RTE 658__COMPTON ROAD,  Facility Carried by Structure: EBL ROUTE 0066
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.542,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

Find on map >>   Show street view

Structure Number: 26389,  Location: 00.33FR858/00.55TO66 (Lat: 38.838567,  Lng: -77.431992),  Route carried "under" structure: State highway 28,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 1993),  Truck Traffic: 8%,  Features Intersected: ROUTE 28 - SULLY ROAD,  Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 26389,  Location: 00.33FR858/00.55TO66 (Lat: 38.838567,  Lng: -77.431992),  Route carried "under" structure: State highway 28,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 1993),  Truck Traffic: 8%,  Features Intersected: ROUTE 28 - SULLY ROAD,  Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 28099,  Location: 0.20FR STONCRFT/0.55TO657 (Lat: 38.872672,  Lng: -77.445692),  Route carried "under" structure: State highway 28,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 2006),  Features Intersected: RTE.28 SULLY RD.,  Facility Carried by Structure: Westfields Blvd.
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

Find on map >>   Show street view

Structure Number: 28099,  Location: 0.20FR STONCRFT/0.55TO657 (Lat: 38.872672,  Lng: -77.445692),  Route carried "under" structure: State highway 28,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 1996),  Truck Traffic: 3%,  Features Intersected: RTE.28 SULLY RD.,  Facility Carried by Structure: Westfields Blvd.
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

Find on map >>   Show street view

Structure Number: 28099,  Location: 0.20FR STONCRFT/0.55TO657 (Lat: 38.872672,  Lng: -77.445692),  Route carried "under" structure: Ramp State highway 28,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 2006),  Features Intersected: RTE.28 SULLY RD.,  Facility Carried by Structure: Westfields Blvd.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

Find on map >>   Show street view

Structure Number: 28099,  Location: 0.20FR STONCRFT/0.55TO657 (Lat: 38.872672,  Lng: -77.445692),  Route carried "under" structure: Ramp State highway 28,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 2006),  Features Intersected: RTE.28 SULLY RD.,  Facility Carried by Structure: Westfields Blvd.
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

Find on map >>   Show street view

Structure Number: 30941,  Location: 0.31fr West F 0.69to657 (Lat: 38.868650,  Lng: -77.442811),  Route carried "under" structure: State highway 28_,  Year Built: 2020,  Structure Length: 0. m,  Features Intersected: RTE 28/SULLY RD,  Facility Carried by Structure: POPLAR TREE ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

Find on map >>   Show street view

Structure Number: 30941,  Location: 0.31fr West F 0.69to657 (Lat: 38.868650,  Lng: -77.442811),  Route carried "under" structure: State highway 28,  Year Built: 2020,  Structure Length: 0. m,  Features Intersected: RTE 28/SULLY RD,  Facility Carried by Structure: POPLAR TREE ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)