Bridge Statistics for Laurel, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 59ft / 18.2mTotal length
- $435,000Total costs
- 139,492Total average daily traffic
- 2,806Total average daily truck traffic
- 177,717Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Laurel
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 31960-1969
- 21990-1999
- 12000-2009
- Bridge Condition - Channel
- 11.1%Very good
- 11.1%Good
- 66.7%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 22.2%Good
- 55.6%Satisfactory
- 22.2%Fair
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Structure Number: 9634, Location: .25 FR 33 .83 TO WOODMAN (Lat: 37.634022, Lng: -77.504214), Route carried "on" structure: County highway 732, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 21,639 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 24,298 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILWAY, Facility Carried by Structure: PARHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.392, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $10,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9634, Location: .25 FR 33 .83 TO WOODMAN (Lat: 37.634022, Lng: -77.504214), Route carried "on" structure: County highway 732, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 21,639 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 24,298 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILWAY, Facility Carried by Structure: PARHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.392, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $10,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9658, Location: 0.21 TO LYDELL DRIVE (Lat: 37.633225, Lng: -77.484589), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,946 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,735 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: WOODMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $70,000, Total Project Cost: $270,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9658, Location: 0.21 TO LYDELL DRIVE (Lat: 37.633225, Lng: -77.484589), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,946 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,735 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: WOODMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $70,000, Total Project Cost: $270,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9659, Location: 0.30HUNGY RD 0.20TERRY DR (Lat: 37.647275, Lng: -77.500961), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 713 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2025), Design Load: HS 20, Features Intersected: HUNGARY CREEK, Facility Carried by Structure: ROYERTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9659, Location: 0.30HUNGY RD 0.20TERRY DR (Lat: 37.647275, Lng: -77.500961), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 713 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2025), Design Load: HS 20, Features Intersected: HUNGARY CREEK, Facility Carried by Structure: ROYERTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 966, Location: 1.2 TO MOUNTAIN ROAD (Lat: 37.648783, Lng: -77.496586), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 11,309 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 15,481 (year 2040), Design Load: HS 20, Features Intersected: HUNGARY CREEK, Facility Carried by Structure: WOODMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 966, Location: 1.2 TO MOUNTAIN ROAD (Lat: 37.648783, Lng: -77.496586), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 11,309 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 15,481 (year 2040), Design Load: HS 20, Features Intersected: HUNGARY CREEK, Facility Carried by Structure: WOODMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 967, Location: .9 FR WOODMN RD 1.01 TO 1 (Lat: 37.638556, Lng: -77.476694), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 17,704 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 19,474 (year 2040), Design Load: HS 20, Features Intersected: NORTH RUN CREEK, Facility Carried by Structure: PARHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.175, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 967, Location: .9 FR WOODMN RD 1.01 TO 1 (Lat: 37.638556, Lng: -77.476694), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 17,704 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 19,474 (year 2040), Design Load: HS 20, Features Intersected: NORTH RUN CREEK, Facility Carried by Structure: PARHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.175, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 9738, Location: 2.46 TO 157 & 2.24 TO 356 (Lat: 37.642042, Lng: -77.516781), Route carried "on" structure: US 33, Year Built: 1958, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 22,337 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 30,959 (year 2040), Design Load: HS 20, Features Intersected: HUNGARY CREEK, Facility Carried by Structure: STAPLES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.392, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 9738, Location: 2.46 TO 157 & 2.24 TO 356 (Lat: 37.642042, Lng: -77.516781), Route carried "on" structure: US 33, Year Built: 1958, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 22,337 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 30,959 (year 2040), Design Load: HS 20, Features Intersected: HUNGARY CREEK, Facility Carried by Structure: STAPLES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 205.392, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 9747, Location: 2.61 TO 157 & 2.09 TO 356 (Lat: 37.640539, Lng: -77.515561), Route carried "on" structure: US 33, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 22,337 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 30,959 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED TRIBUTARY, Facility Carried by Structure: STAPLES MILL ROAD
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: 26.5m (86.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
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: September 2020
Structure Number: 9747, Location: 2.61 TO 157 & 2.09 TO 356 (Lat: 37.640539, Lng: -77.515561), Route carried "on" structure: US 33, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 22,337 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 30,959 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED TRIBUTARY, Facility Carried by Structure: STAPLES MILL ROAD
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: 26.5m (86.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
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: September 2020
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Structure Number: 23866, Location: .58fr Parham&.19to Wister (Lat: 37.624731, Lng: -77.504011), Route carried "on" structure: US 33, Year Built: 1993, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 28,152 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 39,071 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY BRANCH, Facility Carried by Structure: STAPLES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.641, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: November 2021
Structure Number: 23866, Location: .58fr Parham&.19to Wister (Lat: 37.624731, Lng: -77.504011), Route carried "on" structure: US 33, Year Built: 1993, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 28,152 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 39,071 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY BRANCH, Facility Carried by Structure: STAPLES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.641, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: November 2021
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Structure Number: 24154, Location: .01 LOURDES .15 GIBRALTAR (Lat: 37.624822, Lng: -77.491675), Route carried "on" structure: County highway 75500, Year Built: 1993, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 3,864 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,250 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY BRANCH, Facility Carried by Structure: HERMITAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2021
Structure Number: 24154, Location: .01 LOURDES .15 GIBRALTAR (Lat: 37.624822, Lng: -77.491675), Route carried "on" structure: County highway 75500, Year Built: 1993, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 3,864 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,250 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY BRANCH, Facility Carried by Structure: HERMITAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2021
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Structure Number: 28721, Location: 0.05 TO TWEED ROAD (Lat: 37.645158, Lng: -77.478225), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 4,491 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,940 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORTH RUN CREEK, Facility Carried by Structure: HUNGARY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.562, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 28721, Location: 0.05 TO TWEED ROAD (Lat: 37.645158, Lng: -77.478225), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 4,491 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,940 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORTH RUN CREEK, Facility Carried by Structure: HUNGARY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.562, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020