Bridge Statistics for Lake Land'Or, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 92ft / 28.4mTotal length
- 372,486Total average daily traffic
- 49,726Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lake Land'Or
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 61960-1969
- 51980-1989
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 25.0%Very good
- 37.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 25.0%Very good
- 37.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 25.0%Very good
- 37.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Channel
- 75.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Culverts
- 83.3%Satisfactory
- 16.7%Fair
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Structure Number: 4357, Location: 3.3M SPOTS CL-8.8M RTE207 (Lat: 38.052933, Lng: -77.517478), Route carried "on" structure: US 1, Year Built: 1926, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,966 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,076 (year 2040), Design Load: H 20, Features Intersected: MOTTO RIVER, Facility Carried by Structure: JEFF DAVIS HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 208.454, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4357, Location: 3.3M SPOTS CL-8.8M RTE207 (Lat: 38.052933, Lng: -77.517478), Route carried "on" structure: US 1, Year Built: 1926, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,966 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,076 (year 2040), Design Load: H 20, Features Intersected: MOTTO RIVER, Facility Carried by Structure: JEFF DAVIS HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 208.454, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4358, Location: 5.0M SPOTS CL-7.1M RTE207 (Lat: 38.028283, Lng: -77.516239), Route carried "on" structure: Alternate US 1, Year Built: 1926, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,966 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,076 (year 2040), Design Load: H 20, Features Intersected: SOUTH RIVER, Facility Carried by Structure: JEFF DAVIS HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.711, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4358, Location: 5.0M SPOTS CL-7.1M RTE207 (Lat: 38.028283, Lng: -77.516239), Route carried "on" structure: Alternate US 1, Year Built: 1926, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,966 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,076 (year 2040), Design Load: H 20, Features Intersected: SOUTH RIVER, Facility Carried by Structure: JEFF DAVIS HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.711, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4387, Location: 2.8M RTE639-3.6M SPOTS CL (Lat: 38.058956, Lng: -77.504719), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 43,022 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 60,231 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 4387, Location: 2.8M RTE639-3.6M SPOTS CL (Lat: 38.058956, Lng: -77.504719), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 43,022 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 60,231 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 4388, Location: 2.8M RTE639-3.6M SPOTS CL (Lat: 38.058803, Lng: -77.503500), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 42,827 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 59,958 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.525, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 4388, Location: 2.8M RTE639-3.6M SPOTS CL (Lat: 38.058803, Lng: -77.503500), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 42,827 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 59,958 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.525, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 4389, Location: 2.6M RTE639-3.8M SPOTS CL (Lat: 38.055703, Lng: -77.502233), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 42,827 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 59,958 (year 2040), Design Load: HS 20, Features Intersected: MOTTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.139, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 4389, Location: 2.6M RTE639-3.8M SPOTS CL (Lat: 38.055703, Lng: -77.502233), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 42,827 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 59,958 (year 2040), Design Load: HS 20, Features Intersected: MOTTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.139, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 439, Location: 2.6M RTE639-3.8M SPOTS CL (Lat: 38.055442, Lng: -77.503044), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 43,022 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 60,231 (year 2040), Design Load: HS 20, Features Intersected: MOTTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.541, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 439, Location: 2.6M RTE639-3.8M SPOTS CL (Lat: 38.055442, Lng: -77.503044), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 43,022 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 60,231 (year 2040), Design Load: HS 20, Features Intersected: MOTTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.541, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 4391, Location: 1.5M RTE639-4.9M SPOTS CL (Lat: 38.040794, Lng: -77.499253), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 42,827 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 59,958 (year 2040), Design Load: HS 20, Features Intersected: SOUTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.465, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), 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: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 4391, Location: 1.5M RTE639-4.9M SPOTS CL (Lat: 38.040794, Lng: -77.499253), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 42,827 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 59,958 (year 2040), Design Load: HS 20, Features Intersected: SOUTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.465, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), 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: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 4392, Location: 1.5M RTE639-4.9M SPOTS CL (Lat: 38.040631, Lng: -77.499872), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 43,022 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 60,231 (year 2040), Design Load: HS 20, Features Intersected: SOUTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.868, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 4392, Location: 1.5M RTE639-4.9M SPOTS CL (Lat: 38.040631, Lng: -77.499872), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 43,022 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 60,231 (year 2040), Design Load: HS 20, Features Intersected: SOUTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.868, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 4442, Location: 1.1 RT 671 & 0.5 RT 680 (Lat: 38.030581, Lng: -77.573464), Route carried "on" structure: County highway 603, Year Built: 1915, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 641 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 897 (year 2040), Design Load: HS 20+Mod, Features Intersected: TEMPLES MILL, Facility Carried by Structure: COUNTYLINE CHURCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4442, Location: 1.1 RT 671 & 0.5 RT 680 (Lat: 38.030581, Lng: -77.573464), Route carried "on" structure: County highway 603, Year Built: 1915, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 641 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 897 (year 2040), Design Load: HS 20+Mod, Features Intersected: TEMPLES MILL, Facility Carried by Structure: COUNTYLINE CHURCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4443, Location: 1.2M RTE661-0.8M RTE632 (Lat: 38.070692, Lng: -77.548925), Route carried "on" structure: County highway 603, Year Built: 1989, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 984 (year 2013), Average Future Daily Traffic: 1,515 (year 2040), Design Load: HS 20+Mod, Features Intersected: MOTTO RIVER, Facility Carried by Structure: COUNTYLINE CH. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.623, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4443, Location: 1.2M RTE661-0.8M RTE632 (Lat: 38.070692, Lng: -77.548925), Route carried "on" structure: County highway 603, Year Built: 1989, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 984 (year 2013), Average Future Daily Traffic: 1,515 (year 2040), Design Load: HS 20+Mod, Features Intersected: MOTTO RIVER, Facility Carried by Structure: COUNTYLINE CH. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.623, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4466, Location: 0.5M RTE688-0.9M RTE633 (Lat: 38.064936, Lng: -77.507881), Route carried "on" structure: County highway 632, Year Built: 1982, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 364 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 422 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-95 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4466, Location: 0.5M RTE688-0.9M RTE633 (Lat: 38.064936, Lng: -77.507881), Route carried "on" structure: County highway 632, Year Built: 1982, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 364 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 422 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-95 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4468, Location: 0.6M RTE688-0.9M RTE633 (Lat: 38.065608, Lng: -77.506914), Route carried "on" structure: County highway 632, Year Built: 1982, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 364 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 422 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-95 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.441, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4468, Location: 0.6M RTE688-0.9M RTE633 (Lat: 38.065608, Lng: -77.506914), Route carried "on" structure: County highway 632, Year Built: 1982, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 364 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 422 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-95 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.441, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28822, Location: 0.3M RTE743-1.1M RTE626 (Lat: 38.053889, Lng: -77.485361), Route carried "on" structure: County highway 633, Year Built: 2015, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 308 (year 2019), Average Future Daily Traffic: 437 (year 2040), Design Load: HS 20, Features Intersected: SOUTH RIVER, Facility Carried by Structure: BULL CHURCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 28822, Location: 0.3M RTE743-1.1M RTE626 (Lat: 38.053889, Lng: -77.485361), Route carried "on" structure: County highway 633, Year Built: 2015, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 308 (year 2019), Average Future Daily Traffic: 437 (year 2040), Design Load: HS 20, Features Intersected: SOUTH RIVER, Facility Carried by Structure: BULL CHURCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 29887, Location: 0.1M RTE633-1.0M DEAD END (Lat: 38.051222, Lng: -77.487556), Route carried "on" structure: County highway 743, Year Built: 2021, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2 (year 2019), Average Future Daily Traffic: 2 (year 2040), Design Load: HL 93, Features Intersected: SOUTH RIVER, Facility Carried by Structure: CLIFTON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 29887, Location: 0.1M RTE633-1.0M DEAD END (Lat: 38.051222, Lng: -77.487556), Route carried "on" structure: County highway 743, Year Built: 2021, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2 (year 2019), Average Future Daily Traffic: 2 (year 2040), Design Load: HL 93, Features Intersected: SOUTH RIVER, Facility Carried by Structure: CLIFTON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 4466, Location: 0.5M RTE688-0.9M RTE633 (Lat: 38.064936, Lng: -77.507881), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 50,172 (year 2018), Truck Traffic: 13%, Features Intersected: ROUTE I-95 SBL, Facility Carried by Structure: CEDON RD. RTE 632
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.344, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 4466, Location: 0.5M RTE688-0.9M RTE633 (Lat: 38.064936, Lng: -77.507881), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 50,172 (year 2018), Truck Traffic: 13%, Features Intersected: ROUTE I-95 SBL, Facility Carried by Structure: CEDON RD. RTE 632
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.344, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 4468, Location: 0.6M RTE688-0.9M RTE633 (Lat: 38.065608, Lng: -77.506914), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 50,172 (year 2018), Truck Traffic: 13%, Features Intersected: ROUTE I-95 NBL, Facility Carried by Structure: CEDON RD RTE 632
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 4.441, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 4468, Location: 0.6M RTE688-0.9M RTE633 (Lat: 38.065608, Lng: -77.506914), Route carried "under" structure: Interstate 95, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 50,172 (year 2018), Truck Traffic: 13%, Features Intersected: ROUTE I-95 NBL, Facility Carried by Structure: CEDON RD RTE 632
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 4.441, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)