Bridge Statistics for Kenbridge, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 89ft / 26.6mTotal length
- $8,476,000Total costs
- 13,655Total average daily traffic
- 708Total average daily truck traffic
- 16,002Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Kenbridge
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 41960-1969
- 41980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 22.2%Satisfactory
- 55.6%Fair
- Bridge Condition - Substructure
- 22.2%Good
- 55.6%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 15.4%Good
- 23.1%Satisfactory
- 38.5%Fair
- 23.1%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 16.7%Fair
- 16.7%Poor
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Structure Number: 11561, Location: .07 FR 909 & 0.2 TO 736 (Lat: 36.965581, Lng: -78.181481), Route carried "on" structure: State highway 40, Year Built: 1980, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 4,441 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,957 (year 2040), Design Load: HS 20+Mod, Features Intersected: N&S RAILWAY (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 228.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.9 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, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11561, Location: .07 FR 909 & 0.2 TO 736 (Lat: 36.965581, Lng: -78.181481), Route carried "on" structure: State highway 40, Year Built: 1980, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 4,441 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,957 (year 2040), Design Load: HS 20+Mod, Features Intersected: N&S RAILWAY (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 228.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.9 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, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11575, Location: .1 TO 605 & 1.4 TO 138 (Lat: 36.943056, Lng: -78.090994), Route carried "on" structure: State highway 137, Year Built: 1957, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 3,321 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,652 (year 2040), Design Load: H 20, Features Intersected: TOBACCO HERITAGE TR, Facility Carried by Structure: SOUTH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.1m (46.3ft), 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: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $135,000, Total Project Cost: $515,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11575, Location: .1 TO 605 & 1.4 TO 138 (Lat: 36.943056, Lng: -78.090994), Route carried "on" structure: State highway 137, Year Built: 1957, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 3,321 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,652 (year 2040), Design Load: H 20, Features Intersected: TOBACCO HERITAGE TR, Facility Carried by Structure: SOUTH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.1m (46.3ft), 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: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $135,000, Total Project Cost: $515,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11579, Location: .9 FR 600 & .3 TO 615 (Lat: 36.998506, Lng: -78.068231), Route carried "on" structure: County highway 601, Year Built: 1953, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 692 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 936 (year 2040), Features Intersected: SEAY CREEK, Facility Carried by Structure: FLETCHER CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.9 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $180,000, Total Project Cost: $560,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11579, Location: .9 FR 600 & .3 TO 615 (Lat: 36.998506, Lng: -78.068231), Route carried "on" structure: County highway 601, Year Built: 1953, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 692 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 936 (year 2040), Features Intersected: SEAY CREEK, Facility Carried by Structure: FLETCHER CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.9 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $180,000, Total Project Cost: $560,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11587, Location: 1.1 FR 645 & .7 TO 728 (Lat: 36.952761, Lng: -78.066025), Route carried "on" structure: County highway 604, Year Built: 1984, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 597 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 851 (year 2040), Design Load: H 20, Features Intersected: NASH MILL CREEK, Facility Carried by Structure: SUGAR HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $93,000, Total Project Cost: $299,000 ( Estimate for 2016)
Structure Number: 11587, Location: 1.1 FR 645 & .7 TO 728 (Lat: 36.952761, Lng: -78.066025), Route carried "on" structure: County highway 604, Year Built: 1984, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 597 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 851 (year 2040), Design Load: H 20, Features Intersected: NASH MILL CREEK, Facility Carried by Structure: SUGAR HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $93,000, Total Project Cost: $299,000 ( Estimate for 2016)
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Structure Number: 11626, Location: .11 FR 655 & 1.27 TO 1129 (Lat: 36.937881, Lng: -78.145181), Route carried "on" structure: County highway 637, Year Built: 1989, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,118 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,230 (year 2040), Design Load: HS 20+Mod, Features Intersected: FLAT ROCK CREEK, Facility Carried by Structure: PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.3 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: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,195,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11626, Location: .11 FR 655 & 1.27 TO 1129 (Lat: 36.937881, Lng: -78.145181), Route carried "on" structure: County highway 637, Year Built: 1989, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,118 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,230 (year 2040), Design Load: HS 20+Mod, Features Intersected: FLAT ROCK CREEK, Facility Carried by Structure: PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.3 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: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,195,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11628, Location: .5 FR 647 & .6 TO 713 (Lat: 36.913381, Lng: -78.146303), Route carried "on" structure: County highway 637, Year Built: 1986, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 579 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 637 (year 2040), Design Load: H 20, Features Intersected: KETTLESTICKS BRANCH, Facility Carried by Structure: CRAIG MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.372, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft)
Condition: Channel: Poor, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $72,000, Total Project Cost: $220,000
Structure Number: 11628, Location: .5 FR 647 & .6 TO 713 (Lat: 36.913381, Lng: -78.146303), Route carried "on" structure: County highway 637, Year Built: 1986, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 579 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 637 (year 2040), Design Load: H 20, Features Intersected: KETTLESTICKS BRANCH, Facility Carried by Structure: CRAIG MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.372, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft)
Condition: Channel: Poor, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $72,000, Total Project Cost: $220,000
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Structure Number: 11638, Location: .7 FR 648 & .8 TO 609 (Lat: 36.899903, Lng: -78.124044), Route carried "on" structure: County highway 647, Year Built: 1961, Status: Posted for load, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 40 (year 2040), Features Intersected: FLAT ROCK CREEK, Facility Carried by Structure: SNEADS STORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $25,000, Total Project Cost: $305,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11638, Location: .7 FR 648 & .8 TO 609 (Lat: 36.899903, Lng: -78.124044), Route carried "on" structure: County highway 647, Year Built: 1961, Status: Posted for load, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 40 (year 2040), Features Intersected: FLAT ROCK CREEK, Facility Carried by Structure: SNEADS STORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $25,000, Total Project Cost: $305,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11641, Location: 0.4 FR 650 & 2.2 TO 652 (Lat: 37.013108, Lng: -78.124328), Route carried "on" structure: County highway 651, Year Built: 1966, Year Reconstructed: 2014, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 238 (year 2013), Average Future Daily Traffic: 367 (year 2040), Features Intersected: LITTLE HOUNDS CREEK, Facility Carried by Structure: RED BANKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.599, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $40,000, Total Project Cost: $297,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Membrane: Preformed Fabric
Structure Number: 11641, Location: 0.4 FR 650 & 2.2 TO 652 (Lat: 37.013108, Lng: -78.124328), Route carried "on" structure: County highway 651, Year Built: 1966, Year Reconstructed: 2014, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 238 (year 2013), Average Future Daily Traffic: 367 (year 2040), Features Intersected: LITTLE HOUNDS CREEK, Facility Carried by Structure: RED BANKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.599, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $40,000, Total Project Cost: $297,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Membrane: Preformed Fabric
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Structure Number: 11642, Location: .9 FR 651 & .6 TO 693 (Lat: 37.029944, Lng: -78.152906), Route carried "on" structure: County highway 652, Year Built: 1940, Status: Posted for load, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 415 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 456 (year 2040), Features Intersected: FALLS CREEK, Facility Carried by Structure: MARSHALL TOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2022, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $15,000, Total Project Cost: $95,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11642, Location: .9 FR 651 & .6 TO 693 (Lat: 37.029944, Lng: -78.152906), Route carried "on" structure: County highway 652, Year Built: 1940, Status: Posted for load, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 415 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 456 (year 2040), Features Intersected: FALLS CREEK, Facility Carried by Structure: MARSHALL TOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2022, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $15,000, Total Project Cost: $95,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11644, Location: .69 FR 655 & 1.00 TO 725 (Lat: 36.941392, Lng: -78.165147), Route carried "on" structure: County highway 652, Year Built: 1964, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 419 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 461 (year 2040), Features Intersected: FLAT ROCK CREEK, Facility Carried by Structure: OAKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.4 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: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $20,000, Total Project Cost: $154,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11644, Location: .69 FR 655 & 1.00 TO 725 (Lat: 36.941392, Lng: -78.165147), Route carried "on" structure: County highway 652, Year Built: 1964, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 419 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 461 (year 2040), Features Intersected: FLAT ROCK CREEK, Facility Carried by Structure: OAKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.4 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: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $20,000, Total Project Cost: $154,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11645, Location: .5 FR 663 & .9 TO 653 (Lat: 36.987492, Lng: -78.168986), Route carried "on" structure: County highway 652, Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 268 (year 2013), Average Future Daily Traffic: 413 (year 2040), Design Load: HS 20, Features Intersected: BIG HOUNDS CREEK, Facility Carried by Structure: ASHTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $51,000, Total Project Cost: $155,000 ( Estimate for 2016)
Structure Number: 11645, Location: .5 FR 663 & .9 TO 653 (Lat: 36.987492, Lng: -78.168986), Route carried "on" structure: County highway 652, Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 268 (year 2013), Average Future Daily Traffic: 413 (year 2040), Design Load: HS 20, Features Intersected: BIG HOUNDS CREEK, Facility Carried by Structure: ASHTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $51,000, Total Project Cost: $155,000 ( Estimate for 2016)
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Structure Number: 11646, Location: .5 FR 651 & 1.6 NCL KENB (Lat: 36.996383, Lng: -78.126481), Route carried "on" structure: County highway 653, Year Built: 1955, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 752 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 888 (year 2040), Design Load: H 20, Features Intersected: BIG HOUNDS CREEK, Facility Carried by Structure: POORHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.686, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), 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: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,500,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,290,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11646, Location: .5 FR 651 & 1.6 NCL KENB (Lat: 36.996383, Lng: -78.126481), Route carried "on" structure: County highway 653, Year Built: 1955, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 752 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 888 (year 2040), Design Load: H 20, Features Intersected: BIG HOUNDS CREEK, Facility Carried by Structure: POORHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.686, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), 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: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,500,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,290,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23476, Location: 3.1 FR 40B & 0.4 TO 652 (Lat: 36.983431, Lng: -78.169792), Route carried "on" structure: County highway 663, Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 175 (year 2013), Average Future Daily Traffic: 270 (year 2040), Design Load: H 20, Features Intersected: BIG HOUND CREEK, Facility Carried by Structure: TOMILSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.827, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $390,000, Total Project Cost: $1,190,000 ( Estimate for 2015)
Structure Number: 23476, Location: 3.1 FR 40B & 0.4 TO 652 (Lat: 36.983431, Lng: -78.169792), Route carried "on" structure: County highway 663, Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 175 (year 2013), Average Future Daily Traffic: 270 (year 2040), Design Load: H 20, Features Intersected: BIG HOUND CREEK, Facility Carried by Structure: TOMILSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.827, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $390,000, Total Project Cost: $1,190,000 ( Estimate for 2015)
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Structure Number: 28017, Location: .8 FR 637 & .2 TO 648 (Lat: 36.904542, Lng: -78.135406), Route carried "on" structure: City street 647, Year Built: 2004, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 56 (year 2040), Design Load: H 20, Features Intersected: TRIB FLAT ROCK CREEK, Facility Carried by Structure: SNEADS STORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $24,000, Total Project Cost: $75,000 ( Estimate for 2017)
Structure Number: 28017, Location: .8 FR 637 & .2 TO 648 (Lat: 36.904542, Lng: -78.135406), Route carried "on" structure: City street 647, Year Built: 2004, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 56 (year 2040), Design Load: H 20, Features Intersected: TRIB FLAT ROCK CREEK, Facility Carried by Structure: SNEADS STORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $24,000, Total Project Cost: $75,000 ( Estimate for 2017)
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Structure Number: 307, Location: 1.45 FR 616 & 0.7 TO 645 (Lat: 36.939750, Lng: -78.041056), Route carried "on" structure: County highway 604, Year Built: 2015, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 555 (year 2019), Average Future Daily Traffic: 788 (year 2040), Design Load: H 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: SUGAR HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $60,000, Total Project Cost: $125,000 ( Estimate for 2015)
Structure Number: 307, Location: 1.45 FR 616 & 0.7 TO 645 (Lat: 36.939750, Lng: -78.041056), Route carried "on" structure: County highway 604, Year Built: 2015, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 555 (year 2019), Average Future Daily Traffic: 788 (year 2040), Design Load: H 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: SUGAR HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $60,000, Total Project Cost: $125,000 ( Estimate for 2015)