Bridge Statistics for Clintwood, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 148ft / 45.3mTotal length
- $1,619,000Total costs
- 16,376Total average daily traffic
- 380Total average daily truck traffic
- 20,116Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Clintwood
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 21960-1969
- 51970-1979
- 41980-1989
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 8.3%Very good
- 33.3%Good
- 25.0%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 33.3%Good
- 16.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 16.7%Good
- 75.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 6.7%Very good
- 40.0%Satisfactory
- 53.3%Fair
- Bridge Condition - Culverts
- 66.7%Satisfactory
- 33.3%Fair
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Structure Number: 5814, Location: 0.13 FR 621 - 1.18 TO 624 (Lat: 37.148825, Lng: -82.491436), Route carried "on" structure: State highway 83, Year Built: 1973, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,239 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,630 (year 2040), Design Load: HS 20, Features Intersected: GEORGES FORK CREEK, Facility Carried by Structure: DICKENSON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.738, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 5814, Location: 0.13 FR 621 - 1.18 TO 624 (Lat: 37.148825, Lng: -82.491436), Route carried "on" structure: State highway 83, Year Built: 1973, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,239 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,630 (year 2040), Design Load: HS 20, Features Intersected: GEORGES FORK CREEK, Facility Carried by Structure: DICKENSON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.738, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 5846, Location: 1.5 TO R607 &1.15 TO R695 (Lat: 37.201972, Lng: -82.419853), Route carried "on" structure: County highway 619, Year Built: 1964, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 295 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 324 (year 2040), Design Load: H 20, Features Intersected: POUND RIVER, Facility Carried by Structure: SKEETROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.299, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.52m (37.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $520,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5846, Location: 1.5 TO R607 &1.15 TO R695 (Lat: 37.201972, Lng: -82.419853), Route carried "on" structure: County highway 619, Year Built: 1964, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 295 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 324 (year 2040), Design Load: H 20, Features Intersected: POUND RIVER, Facility Carried by Structure: SKEETROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.299, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.52m (37.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $520,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5847, Location: .20 Fr 631-1.60 to End (Lat: 37.186736, Lng: -82.470436), Route carried "on" structure: County highway 620, Year Built: 1982, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 156 (year 2016), Average Future Daily Traffic: 175 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEARPEN BRANCH, Facility Carried by Structure: BEARPEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.565, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5847, Location: .20 Fr 631-1.60 to End (Lat: 37.186736, Lng: -82.470436), Route carried "on" structure: County highway 620, Year Built: 1982, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 156 (year 2016), Average Future Daily Traffic: 175 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEARPEN BRANCH, Facility Carried by Structure: BEARPEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.565, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5848, Location: .02 FR. R83& 2.70 TO R631 (Lat: 37.148642, Lng: -82.489094), Route carried "on" structure: County highway 621, Year Built: 1973, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 562 (year 2016), Average Future Daily Traffic: 782 (year 2040), Design Load: H 20, Features Intersected: ESTEEP BRANCH, Facility Carried by Structure: LOWER GEORGES FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 5848, Location: .02 FR. R83& 2.70 TO R631 (Lat: 37.148642, Lng: -82.489094), Route carried "on" structure: County highway 621, Year Built: 1973, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 562 (year 2016), Average Future Daily Traffic: 782 (year 2040), Design Load: H 20, Features Intersected: ESTEEP BRANCH, Facility Carried by Structure: LOWER GEORGES FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 5849, Location: 2.65 TO R83& 2.25 TO R631 (Lat: 37.179200, Lng: -82.482681), Route carried "on" structure: County highway 621, Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 562 (year 2016), Average Future Daily Traffic: 782 (year 2040), Design Load: HS 20+Mod, Features Intersected: GEORGE'S FORK RIVER, Facility Carried by Structure: LOWER GEORGES FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.172, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $15,000, Total Project Cost: $65,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5849, Location: 2.65 TO R83& 2.25 TO R631 (Lat: 37.179200, Lng: -82.482681), Route carried "on" structure: County highway 621, Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 562 (year 2016), Average Future Daily Traffic: 782 (year 2040), Design Load: HS 20+Mod, Features Intersected: GEORGE'S FORK RIVER, Facility Carried by Structure: LOWER GEORGES FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.172, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $15,000, Total Project Cost: $65,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 585, Location: 2.10 TO R83 & .7 TO R621 (Lat: 37.174422, Lng: -82.485994), Route carried "on" structure: County highway 621, Year Built: 1982, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 562 (year 2016), Average Future Daily Traffic: 782 (year 2040), Design Load: HS 20+Mod, Features Intersected: GEORGE'S FORK RIVER, Facility Carried by Structure: LOWER GEORGES FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $10,000, Total Project Cost: $103,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 585, Location: 2.10 TO R83 & .7 TO R621 (Lat: 37.174422, Lng: -82.485994), Route carried "on" structure: County highway 621, Year Built: 1982, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 562 (year 2016), Average Future Daily Traffic: 782 (year 2040), Design Load: HS 20+Mod, Features Intersected: GEORGE'S FORK RIVER, Facility Carried by Structure: LOWER GEORGES FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $10,000, Total Project Cost: $103,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5851, Location: 0.20 FR.631N;0.00TO631S (Lat: 37.164175, Lng: -82.524869), Route carried "on" structure: County highway 624, Year Built: 1970, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 131 (year 2020), Average Future Daily Traffic: 144 (year 2040), Design Load: HS 20+Mod, Features Intersected: POUND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.624, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5851, Location: 0.20 FR.631N;0.00TO631S (Lat: 37.164175, Lng: -82.524869), Route carried "on" structure: County highway 624, Year Built: 1970, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 131 (year 2020), Average Future Daily Traffic: 144 (year 2040), Design Load: HS 20+Mod, Features Intersected: POUND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.624, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5855, Location: .25 TO R622 & .00 FR R706 (Lat: 37.185678, Lng: -82.496833), Route carried "on" structure: County highway 631, Year Built: 1976, Year Reconstructed: 1998, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 158 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 174 (year 2040), Design Load: HS 20+Mod, Features Intersected: PINE BRANCH, Facility Carried by Structure: BRUSH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $10,000, Total Project Cost: $82,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5855, Location: .25 TO R622 & .00 FR R706 (Lat: 37.185678, Lng: -82.496833), Route carried "on" structure: County highway 631, Year Built: 1976, Year Reconstructed: 1998, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 158 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 174 (year 2040), Design Load: HS 20+Mod, Features Intersected: PINE BRANCH, Facility Carried by Structure: BRUSH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $10,000, Total Project Cost: $82,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5857, Location: 0.20 FR 640 - 1.00 TO 629 (Lat: 37.171808, Lng: -82.467906), Route carried "on" structure: County highway 631, Year Built: 1981, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 936 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,030 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: BRUSH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.665, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 5857, Location: 0.20 FR 640 - 1.00 TO 629 (Lat: 37.171808, Lng: -82.467906), Route carried "on" structure: County highway 631, Year Built: 1981, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 936 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,030 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: BRUSH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.665, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 586, Location: 0.00 FR. 754; 1.00 TO 690 (Lat: 37.186228, Lng: -82.461600), Route carried "on" structure: County highway 631, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 758 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 834 (year 2040), Design Load: HS 20+Mod, Features Intersected: POUND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.533, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $25,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 586, Location: 0.00 FR. 754; 1.00 TO 690 (Lat: 37.186228, Lng: -82.461600), Route carried "on" structure: County highway 631, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 758 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 834 (year 2040), Design Load: HS 20+Mod, Features Intersected: POUND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.533, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $25,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5862, Location: 0.90 FR. 636; 2.50 TO 649 (Lat: 37.098597, Lng: -82.473194), Route carried "on" structure: County highway 637, Year Built: 1973, Year Reconstructed: 2014, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 464 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRANES NEST RIVER, Facility Carried by Structure: ROCK HOUSE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $25,000, Total Project Cost: $390,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5862, Location: 0.90 FR. 636; 2.50 TO 649 (Lat: 37.098597, Lng: -82.473194), Route carried "on" structure: County highway 637, Year Built: 1973, Year Reconstructed: 2014, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 464 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRANES NEST RIVER, Facility Carried by Structure: ROCK HOUSE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $25,000, Total Project Cost: $390,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5867, Location: 1.60FRRT83;3.45TORT637 (Lat: 37.121639, Lng: -82.439458), Route carried "on" structure: County highway 649, Year Built: 1956, Year Reconstructed: 2015, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 337 (year 2016), Average Future Daily Traffic: 499 (year 2040), Design Load: HL 93, Features Intersected: CRANES NEST RIVER, Facility Carried by Structure: RUSH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.155, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $10,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5867, Location: 1.60FRRT83;3.45TORT637 (Lat: 37.121639, Lng: -82.439458), Route carried "on" structure: County highway 649, Year Built: 1956, Year Reconstructed: 2015, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 337 (year 2016), Average Future Daily Traffic: 499 (year 2040), Design Load: HL 93, Features Intersected: CRANES NEST RIVER, Facility Carried by Structure: RUSH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.155, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $10,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5899, Location: 0.02FR 72;0.15TO DEAD END (Lat: 37.145422, Lng: -82.485611), Route carried "on" structure: County highway 765, Year Built: 1932, Year Reconstructed: 2012, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 17 (year 2040), Design Load: HL 93, Features Intersected: LAUREL BRANCH, Facility Carried by Structure: KILLEN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $25,000, Total Project Cost: $111,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5899, Location: 0.02FR 72;0.15TO DEAD END (Lat: 37.145422, Lng: -82.485611), Route carried "on" structure: County highway 765, Year Built: 1932, Year Reconstructed: 2012, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 17 (year 2040), Design Load: HL 93, Features Intersected: LAUREL BRANCH, Facility Carried by Structure: KILLEN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $25,000, Total Project Cost: $111,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29167, Location: 2.75 TO 83 - 0.05 TO 631 (Lat: 37.181511, Lng: -82.482031), Route carried "on" structure: State highway 621, Year Built: 2012, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 562 (year 2016), Average Future Daily Traffic: 782 (year 2040), Design Load: HS 20, Features Intersected: POUND RIVER, Facility Carried by Structure: LOWER GEORGE FK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
Structure Number: 29167, Location: 2.75 TO 83 - 0.05 TO 631 (Lat: 37.181511, Lng: -82.482031), Route carried "on" structure: State highway 621, Year Built: 2012, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 562 (year 2016), Average Future Daily Traffic: 782 (year 2040), Design Load: HS 20, Features Intersected: POUND RIVER, Facility Carried by Structure: LOWER GEORGE FK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
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Structure Number: 29321, Location: 3.76FR63-1.80 TO CWOOD (Lat: 37.136328, Lng: -82.426031), Route carried "on" structure: State highway 83, Year Built: 2015, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 5,639 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,651 (year 2040), Design Load: HS 20+Mod, Features Intersected: Crane's Nest River, Facility Carried by Structure: DICKENSON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.924, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29321, Location: 3.76FR63-1.80 TO CWOOD (Lat: 37.136328, Lng: -82.426031), Route carried "on" structure: State highway 83, Year Built: 2015, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 5,639 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,651 (year 2040), Design Load: HS 20+Mod, Features Intersected: Crane's Nest River, Facility Carried by Structure: DICKENSON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.924, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete