Bridge Statistics for Enon, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 33Number of bridges
- 1,549ft / 472mTotal length
- $2,760,000Total costs
- 476,089Total average daily traffic
- 80,185Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Enon
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 31960-1969
- 111980-1989
- 151990-1999
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 64.3%Good
- 35.7%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Good
- 42.9%Satisfactory
- 7.1%Fair
- Bridge Condition - Substructure
- 7.1%Good
- 71.4%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 5.9%Very good
- 17.6%Good
- 23.5%Satisfactory
- 35.3%Fair
- 17.6%Poor
- Bridge Condition - Culverts
- 8.3%Very good
- 8.3%Good
- 66.7%Satisfactory
- 8.3%Fair
- 8.3%Poor
Find on map >> Show street view
Structure Number: 4999, Location: 0.08 FR 724 & 0.04 TO 691 (Lat: 37.331992, Lng: -77.324236), Route carried "on" structure: State highway 10, Year Built: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20,465 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 23,673 (year 2040), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: EAST HUNDRED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.080, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 4999, Location: 0.08 FR 724 & 0.04 TO 691 (Lat: 37.331992, Lng: -77.324236), Route carried "on" structure: State highway 10, Year Built: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20,465 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 23,673 (year 2040), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: EAST HUNDRED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.080, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 521, Location: 2.74 Fr CL & 1.30 To 746 (Lat: 37.343553, Lng: -77.335575), Route carried "on" structure: Interstate 295, Year Built: 1987, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 14,664 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 20,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.804, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 85.3 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: Better than 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 521, Location: 2.74 Fr CL & 1.30 To 746 (Lat: 37.343553, Lng: -77.335575), Route carried "on" structure: Interstate 295, Year Built: 1987, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 14,664 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 20,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.804, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 85.3 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: Better than 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5212, Location: 2.74 Fr HCL & 1.30 To 746 (Lat: 37.343336, Lng: -77.335319), Route carried "on" structure: Interstate 295, Year Built: 1987, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 14,221 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,909 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.724, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 85.3 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: Better than 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5212, Location: 2.74 Fr HCL & 1.30 To 746 (Lat: 37.343336, Lng: -77.335319), Route carried "on" structure: Interstate 295, Year Built: 1987, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 14,221 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,909 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.724, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 85.3 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: Better than 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5214, Location: 0.50 Fr HCL & 1.70 To 10 (Lat: 37.365958, Lng: -77.344994), Route carried "on" structure: Interstate 295, Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 32,064 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,270 (year 2040), Design Load: H 20, Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.103, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.5m (132.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 5214, Location: 0.50 Fr HCL & 1.70 To 10 (Lat: 37.365958, Lng: -77.344994), Route carried "on" structure: Interstate 295, Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 32,064 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,270 (year 2040), Design Load: H 20, Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.103, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.5m (132.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 5215, Location: 1.10 Fr HCL & 1.10 To 10 (Lat: 37.357564, Lng: -77.339197), Route carried "on" structure: Interstate 295, Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 32,064 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,270 (year 2040), Design Load: H 20, Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.522, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 5215, Location: 1.10 Fr HCL & 1.10 To 10 (Lat: 37.357564, Lng: -77.339197), Route carried "on" structure: Interstate 295, Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 32,064 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,270 (year 2040), Design Load: H 20, Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.522, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 5216, Location: 1.90 Fr HCL & 0.40 To 10 (Lat: 37.347878, Lng: -77.334181), Route carried "on" structure: Interstate 295, Year Built: 1987, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 32,064 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,270 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.241, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 5216, Location: 1.90 Fr HCL & 0.40 To 10 (Lat: 37.347878, Lng: -77.334181), Route carried "on" structure: Interstate 295, Year Built: 1987, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 32,064 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 35,270 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.241, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 5217, Location: 0.19 Fr 295 & 0.17 To 10 (Lat: 37.342639, Lng: -77.338250), Route carried "on" structure: Ramp Interstate 295, Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,864 (year 2020), Average Future Daily Traffic: 2,610 (year 2040), Design Load: HS 20+Mod, Features Intersected: LOOP-C;RAMP-C O STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.868, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 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: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 5217, Location: 0.19 Fr 295 & 0.17 To 10 (Lat: 37.342639, Lng: -77.338250), Route carried "on" structure: Ramp Interstate 295, Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,864 (year 2020), Average Future Daily Traffic: 2,610 (year 2040), Design Load: HS 20+Mod, Features Intersected: LOOP-C;RAMP-C O STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.868, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 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: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 5218, Location: 0.20 Fr 295 & 0.20 To 10 (Lat: 37.339492, Lng: -77.335972), Route carried "on" structure: Ramp Interstate 295, Year Built: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,099 (year 2020), Average Future Daily Traffic: 1,539 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.788, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 21 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: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 5218, Location: 0.20 Fr 295 & 0.20 To 10 (Lat: 37.339492, Lng: -77.335972), Route carried "on" structure: Ramp Interstate 295, Year Built: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,099 (year 2020), Average Future Daily Traffic: 1,539 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.788, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 21 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: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 5219, Location: 0.14 Fr 295 & 0.42 To 10 (Lat: 37.341694, Lng: -77.336278), Route carried "on" structure: Interstate 295, Year Built: 1987, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 28,885 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 40,439 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-295 LOOP-C OVER STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.788, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 23 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: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 5219, Location: 0.14 Fr 295 & 0.42 To 10 (Lat: 37.341694, Lng: -77.336278), Route carried "on" structure: Interstate 295, Year Built: 1987, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 28,885 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 40,439 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-295 LOOP-C OVER STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.788, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 23 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: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 5252, Location: 0.85 Fr 697 & 1.32 To 746 (Lat: 37.360147, Lng: -77.341703), Route carried "on" structure: County highway 618, Year Built: 1987, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 6,286 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-295, Facility Carried by Structure: MEADOWVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.790, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.4 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5252, Location: 0.85 Fr 697 & 1.32 To 746 (Lat: 37.360147, Lng: -77.341703), Route carried "on" structure: County highway 618, Year Built: 1987, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 6,286 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-295, Facility Carried by Structure: MEADOWVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.790, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.4 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5347, Location: 0.30 Fr 10 & 1.45 To 697 (Lat: 37.323081, Lng: -77.306494), Route carried "on" structure: County highway 827, Year Built: 1954, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,094 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,203 (year 2040), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: ALLIED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, 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: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 5347, Location: 0.30 Fr 10 & 1.45 To 697 (Lat: 37.323081, Lng: -77.306494), Route carried "on" structure: County highway 827, Year Built: 1954, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,094 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,203 (year 2040), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: ALLIED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, 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: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 10007, Location: 0.0 HENRI CO 0.0 CHEST CO (Lat: 37.381750, Lng: -77.346550), Route carried "on" structure: Interstate 295, Year Built: 1990, Status: Open, Structure Length: 142.83m (468.60ft), Average Daily Traffic: 33,618 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 47,065 (year 2040), Design Load: HS 20, Features Intersected: JAMES RIVER @
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.768, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 44.1m (144.7ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 21, Length of Maximum Span: 192.0m (629.9ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 38.3m (125.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10007, Location: 0.0 HENRI CO 0.0 CHEST CO (Lat: 37.381750, Lng: -77.346550), Route carried "on" structure: Interstate 295, Year Built: 1990, Status: Open, Structure Length: 142.83m (468.60ft), Average Daily Traffic: 33,618 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 47,065 (year 2040), Design Load: HS 20, Features Intersected: JAMES RIVER @
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.768, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 44.1m (144.7ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 21, Length of Maximum Span: 192.0m (629.9ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 38.3m (125.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 14031, Location: Chstrfld & Pr George Co L (Lat: 37.314453, Lng: -77.297800), Route carried "on" structure: State highway 10, Year Built: 1966, Status: Open, Structure Length: 51.63m (169.39ft), Average Daily Traffic: 10,232 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,326 (year 2040), Design Load: HS 20+Mod, Features Intersected: APPMTX RV & RIVERSIDE AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.163, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 27, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 51.63m (169.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $1,800,000, Roadway Improvement Cost: $500,000, Total Project Cost: $2,760,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14031, Location: Chstrfld & Pr George Co L (Lat: 37.314453, Lng: -77.297800), Route carried "on" structure: State highway 10, Year Built: 1966, Status: Open, Structure Length: 51.63m (169.39ft), Average Daily Traffic: 10,232 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,326 (year 2040), Design Load: HS 20+Mod, Features Intersected: APPMTX RV & RIVERSIDE AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.163, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 27, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 51.63m (169.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $1,800,000, Roadway Improvement Cost: $500,000, Total Project Cost: $2,760,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 23221, Location: 1.10 MI. FR. RTE. 10 (Lat: 37.327758, Lng: -77.340942), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 14,664 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 20,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.574, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23221, Location: 1.10 MI. FR. RTE. 10 (Lat: 37.327758, Lng: -77.340942), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 14,664 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 20,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.574, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 23222, Location: 1.10 MI. FROM RTE. 10 (Lat: 37.327881, Lng: -77.340644), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 14,221 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 19,909 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.494, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 93.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23222, Location: 1.10 MI. FROM RTE. 10 (Lat: 37.327881, Lng: -77.340644), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 14,221 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 19,909 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.494, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 93.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 23223, Location: 1.20 MI. FR. RTE. 10 (Lat: 37.326597, Lng: -77.339900), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 14,221 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 19,909 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.654, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23223, Location: 1.20 MI. FR. RTE. 10 (Lat: 37.326597, Lng: -77.339900), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 14,221 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 19,909 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.654, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 23226, Location: 1.30 Fr 10 & 0.71 To SCL (Lat: 37.324508, Lng: -77.337956), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 14,664 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 746 ENON CHURCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.880, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23226, Location: 1.30 Fr 10 & 0.71 To SCL (Lat: 37.324508, Lng: -77.337956), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 14,664 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 746 ENON CHURCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.880, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 23227, Location: 1.30 Fr 10 & 0.71 To SCL (Lat: 37.324694, Lng: -77.337706), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 14,221 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,909 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 746 ENON CHURCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.815, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23227, Location: 1.30 Fr 10 & 0.71 To SCL (Lat: 37.324694, Lng: -77.337706), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 14,221 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,909 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 746 ENON CHURCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.815, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 23231, Location: 1.20 MI. FR. RTE. 10 (Lat: 37.326739, Lng: -77.340389), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 14,664 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 20,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.735, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23231, Location: 1.20 MI. FR. RTE. 10 (Lat: 37.326739, Lng: -77.340389), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 14,664 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 20,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.735, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 23232, Location: Chestfld Co & Hopewell (Lat: 37.315486, Lng: -77.334278), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 59.86m (196.39ft), Average Daily Traffic: 14,221 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,909 (year 2040), Design Load: HS 20+Mod, Features Intersected: APPOMATTOX RV & SERV RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.958, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 43.2m (141.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 51.4m (168.6ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23232, Location: Chestfld Co & Hopewell (Lat: 37.315486, Lng: -77.334278), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 59.86m (196.39ft), Average Daily Traffic: 14,221 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,909 (year 2040), Design Load: HS 20+Mod, Features Intersected: APPOMATTOX RV & SERV RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.958, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 43.2m (141.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 51.4m (168.6ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 23233, Location: Chestfld Co & Hopewell (Lat: 37.315567, Lng: -77.334592), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 60.96m (200.00ft), Average Daily Traffic: 14,664 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 20,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: APPOMATTOX RV & SERV RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.958, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 43.2m (141.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 21, Length of Maximum Span: 51.4m (168.6ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23233, Location: Chestfld Co & Hopewell (Lat: 37.315567, Lng: -77.334592), Route carried "on" structure: Interstate 295, Year Built: 1991, Status: Open, Structure Length: 60.96m (200.00ft), Average Daily Traffic: 14,664 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 20,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: APPOMATTOX RV & SERV RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.958, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 43.2m (141.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 21, Length of Maximum Span: 51.4m (168.6ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2326, Location: 0.12 Fr 10 & .21 Dead End (Lat: 37.328861, Lng: -77.317628), Route carried "on" structure: County highway 724, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 210 (year 2020), Average Future Daily Traffic: 233 (year 2040), Design Load: H 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: SPRUCE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.389, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Poor, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
Structure Number: 2326, Location: 0.12 Fr 10 & .21 Dead End (Lat: 37.328861, Lng: -77.317628), Route carried "on" structure: County highway 724, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 210 (year 2020), Average Future Daily Traffic: 233 (year 2040), Design Load: H 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: SPRUCE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.389, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Poor, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
Find on map >> Show street view
Structure Number: 25227, Location: CHSTRFLD & PR GEO CNTY LN (Lat: 37.315428, Lng: -77.298233), Route carried "on" structure: State highway 10, Year Built: 1998, Status: Open, Structure Length: 65.44m (214.70ft), Average Daily Traffic: 10,232 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,326 (year 2040), Design Load: HS 20+Mod, Features Intersected: APPMTX RV & RIVERSIDE AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.067, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 31.3m (102.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 21, Length of Maximum Span: 53.9m (176.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25227, Location: CHSTRFLD & PR GEO CNTY LN (Lat: 37.315428, Lng: -77.298233), Route carried "on" structure: State highway 10, Year Built: 1998, Status: Open, Structure Length: 65.44m (214.70ft), Average Daily Traffic: 10,232 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,326 (year 2040), Design Load: HS 20+Mod, Features Intersected: APPMTX RV & RIVERSIDE AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.067, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 31.3m (102.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 21, Length of Maximum Span: 53.9m (176.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 28801, Location: 0.1FRBAPTDR&.05TOMOUNTSHI (Lat: 37.336586, Lng: -77.345644), Route carried "on" structure: County highway 7316, Year Built: 2007, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 989 (year 2018), Average Future Daily Traffic: 1,098 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH OF JOHNSON CREEK, Facility Carried by Structure: BEGINNERS TRIAL LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 28801, Location: 0.1FRBAPTDR&.05TOMOUNTSHI (Lat: 37.336586, Lng: -77.345644), Route carried "on" structure: County highway 7316, Year Built: 2007, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 989 (year 2018), Average Future Daily Traffic: 1,098 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH OF JOHNSON CREEK, Facility Carried by Structure: BEGINNERS TRIAL LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 30305, Location: 0.2 fr 697 & 0.6 to 618 (Lat: 37.346814, Lng: -77.324878), Route carried "on" structure: County highway 618, Year Built: 2013, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 120 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 144 (year 2034), Design Load: HS 20+Mod, Features Intersected: UNNAMED TRIBUTARY, Facility Carried by Structure: MEADOWVILLE TE PWY
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022
Structure Number: 30305, Location: 0.2 fr 697 & 0.6 to 618 (Lat: 37.346814, Lng: -77.324878), Route carried "on" structure: County highway 618, Year Built: 2013, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 120 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 144 (year 2034), Design Load: HS 20+Mod, Features Intersected: UNNAMED TRIBUTARY, Facility Carried by Structure: MEADOWVILLE TE PWY
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022
Find on map >> Show street view
Structure Number: 31025, Location: .37 FR 620 & .2 TO 10 (Lat: 37.347858, Lng: -77.363922), Route carried "on" structure: County highway 618, Year Built: 2021, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HL 93, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: OLD BERM HUND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 31025, Location: .37 FR 620 & .2 TO 10 (Lat: 37.347858, Lng: -77.363922), Route carried "on" structure: County highway 618, Year Built: 2021, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HL 93, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: OLD BERM HUND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Find on map >> Show street view
Structure Number: 521, Location: 2.74 Fr CL & 1.30 To 746 (Lat: 37.343553, Lng: -77.335575), Route carried "under" structure: State highway 10, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 5%, Features Intersected: ROUTE 10, Facility Carried by Structure: INTERSTATE-295 SBL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 34.465, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 521, Location: 2.74 Fr CL & 1.30 To 746 (Lat: 37.343553, Lng: -77.335575), Route carried "under" structure: State highway 10, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 5%, Features Intersected: ROUTE 10, Facility Carried by Structure: INTERSTATE-295 SBL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 34.465, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Find on map >> Show street view
Structure Number: 5212, Location: 2.74 Fr HCL & 1.30 To 746 (Lat: 37.343336, Lng: -77.335319), Route carried "under" structure: State highway 10, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 5%, Features Intersected: ROUTE 10, Facility Carried by Structure: I-295 NBL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 34.513, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 5212, Location: 2.74 Fr HCL & 1.30 To 746 (Lat: 37.343336, Lng: -77.335319), Route carried "under" structure: State highway 10, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 5%, Features Intersected: ROUTE 10, Facility Carried by Structure: I-295 NBL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 34.513, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Find on map >> Show street view
Structure Number: 5252, Location: 0.85 Fr 697 & 1.32 To 746 (Lat: 37.360147, Lng: -77.341703), Route carried "under" structure: Interstate 295, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2018), Truck Traffic: 22%, Features Intersected: INTERSTATE-295, Facility Carried by Structure: MEADOWVILLE ROAD
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 57.924, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 5252, Location: 0.85 Fr 697 & 1.32 To 746 (Lat: 37.360147, Lng: -77.341703), Route carried "under" structure: Interstate 295, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2018), Truck Traffic: 22%, Features Intersected: INTERSTATE-295, Facility Carried by Structure: MEADOWVILLE ROAD
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 57.924, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Find on map >> Show street view
Structure Number: 14031, Location: Chstrfld & Pr George Co L (Lat: 37.314453, Lng: -77.297800), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,639 (year 2008), Features Intersected: APPMTX RV & RIVERSIDE AV, Facility Carried by Structure: ROUTE 10 EBL
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.207, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 14031, Location: Chstrfld & Pr George Co L (Lat: 37.314453, Lng: -77.297800), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,639 (year 2008), Features Intersected: APPMTX RV & RIVERSIDE AV, Facility Carried by Structure: ROUTE 10 EBL
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.207, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Find on map >> Show street view
Structure Number: 23226, Location: 1.30 Fr 10 & 0.71 To SCL (Lat: 37.324508, Lng: -77.337956), Route carried "under" structure: County highway 746, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 2%, Features Intersected: RTE. 746 ENON CHURCH RD., Facility Carried by Structure: INTERSTATE 295 EBL
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 23226, Location: 1.30 Fr 10 & 0.71 To SCL (Lat: 37.324508, Lng: -77.337956), Route carried "under" structure: County highway 746, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 2%, Features Intersected: RTE. 746 ENON CHURCH RD., Facility Carried by Structure: INTERSTATE 295 EBL
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Find on map >> Show street view
Structure Number: 23227, Location: 1.30 Fr 10 & 0.71 To SCL (Lat: 37.324694, Lng: -77.337706), Route carried "under" structure: County highway 746, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 2%, Features Intersected: RTE. 746 ENON CHURCH RD., Facility Carried by Structure: INTERSTATE 295 WBL
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 23227, Location: 1.30 Fr 10 & 0.71 To SCL (Lat: 37.324694, Lng: -77.337706), Route carried "under" structure: County highway 746, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 2%, Features Intersected: RTE. 746 ENON CHURCH RD., Facility Carried by Structure: INTERSTATE 295 WBL
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Find on map >> Show street view
Structure Number: 25227, Location: CHSTRFLD & PR GEO CNTY LN (Lat: 37.315428, Lng: -77.298233), Route carried "under" structure: US , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 3,639 (year 2008), Features Intersected: APPMTX RV & RIVERSIDE AV, Facility Carried by Structure: WBL ROUTE 0010
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.223, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.9m (176.8ft)
Structure Number: 25227, Location: CHSTRFLD & PR GEO CNTY LN (Lat: 37.315428, Lng: -77.298233), Route carried "under" structure: US , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 3,639 (year 2008), Features Intersected: APPMTX RV & RIVERSIDE AV, Facility Carried by Structure: WBL ROUTE 0010
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.223, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.9m (176.8ft)