Bridge Statistics for Deerfield, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 69ft / 21.2mTotal length
- $15,000Total costs
- 4,814Total average daily traffic
- 104Total average daily truck traffic
- 5,779Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Deerfield
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41960-1969
- 21980-1989
- 41990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 57.1%Good
- 28.6%Satisfactory
- Bridge Condition - Channel
- 26.7%Very good
- 6.7%Good
- 46.7%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 12.5%Very good
- 50.0%Good
- 12.5%Satisfactory
- 25.0%Fair
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Structure Number: 2046, Location: 0.24 RT 688 - 1.09 RT 808 (Lat: 38.233250, Lng: -79.347603), Route carried "on" structure: County highway 629, Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 690 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 772 (year 2040), Design Load: HS 20, Features Intersected: HODGES DRAFT, Facility Carried by Structure: DEERFIELDVALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.184, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 79.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 2046, Location: 0.24 RT 688 - 1.09 RT 808 (Lat: 38.233250, Lng: -79.347603), Route carried "on" structure: County highway 629, Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 690 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 772 (year 2040), Design Load: HS 20, Features Intersected: HODGES DRAFT, Facility Carried by Structure: DEERFIELDVALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.184, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 79.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 2047, Location: 1.83 RT 808 - 1.40 RT 600 (Lat: 38.207386, Lng: -79.385433), Route carried "on" structure: County highway 629, Year Built: 1967, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 649 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 739 (year 2040), Design Load: HS 20, Features Intersected: TISDALE BRANCH, Facility Carried by Structure: Deerfield ValleyRd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.600, 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: 4, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $5,000, Total Project Cost: $15,000
Structure Number: 2047, Location: 1.83 RT 808 - 1.40 RT 600 (Lat: 38.207386, Lng: -79.385433), Route carried "on" structure: County highway 629, Year Built: 1967, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 649 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 739 (year 2040), Design Load: HS 20, Features Intersected: TISDALE BRANCH, Facility Carried by Structure: Deerfield ValleyRd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.600, 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: 4, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $5,000, Total Project Cost: $15,000
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Structure Number: 2048, Location: 0.96 RT 808 - 2.29 RT 600 (Lat: 38.215153, Lng: -79.373242), Route carried "on" structure: County highway 629, Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 649 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 739 (year 2040), Design Load: HS 20, Features Intersected: TIMS DRAFT, Facility Carried by Structure: DEERFIELDVALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2048, Location: 0.96 RT 808 - 2.29 RT 600 (Lat: 38.215153, Lng: -79.373242), Route carried "on" structure: County highway 629, Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 649 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 739 (year 2040), Design Load: HS 20, Features Intersected: TIMS DRAFT, Facility Carried by Structure: DEERFIELDVALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2049, Location: 1.40 RT 808 - 1.85 RT 600 (Lat: 38.211025, Lng: -79.379306), Route carried "on" structure: County highway 629, Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 649 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 739 (year 2040), Design Load: HS 20, Features Intersected: CALFPASTURE BRANCH, Facility Carried by Structure: DEERFIELDVALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.294, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 2049, Location: 1.40 RT 808 - 1.85 RT 600 (Lat: 38.211025, Lng: -79.379306), Route carried "on" structure: County highway 629, Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 649 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 739 (year 2040), Design Load: HS 20, Features Intersected: CALFPASTURE BRANCH, Facility Carried by Structure: DEERFIELDVALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.294, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 2145, Location: 0.34 RT 629 - 0.22 RT 689 (Lat: 38.230417, Lng: -79.344761), Route carried "on" structure: County highway 688, Year Built: 1987, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 124 (year 2016), Average Future Daily Traffic: 139 (year 2040), Design Load: HS 20+Mod, Features Intersected: CALFPASTURE RIVER, Facility Carried by Structure: OLD PARKERSBURG TK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2145, Location: 0.34 RT 629 - 0.22 RT 689 (Lat: 38.230417, Lng: -79.344761), Route carried "on" structure: County highway 688, Year Built: 1987, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 124 (year 2016), Average Future Daily Traffic: 139 (year 2040), Design Load: HS 20+Mod, Features Intersected: CALFPASTURE RIVER, Facility Carried by Structure: OLD PARKERSBURG TK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2148, Location: 1.00 RT 808 0.02 RT 688 (Lat: 38.227792, Lng: -79.343722), Route carried "on" structure: County highway 689, Year Built: 1993, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST DRY BRANCH, Facility Carried by Structure: BEAR WALLOWFLAT LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 2148, Location: 1.00 RT 808 0.02 RT 688 (Lat: 38.227792, Lng: -79.343722), Route carried "on" structure: County highway 689, Year Built: 1993, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST DRY BRANCH, Facility Carried by Structure: BEAR WALLOWFLAT LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 2149, Location: 0.34 TO 600 - 0.82DEADEND (Lat: 38.174225, Lng: -79.405103), Route carried "on" structure: County highway 692, Year Built: 1990, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 157 (year 2013), Average Future Daily Traffic: 199 (year 2040), Design Load: HS 20+Mod, Features Intersected: CALFPASTURE RIVER, Facility Carried by Structure: Rocky Spring Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2149, Location: 0.34 TO 600 - 0.82DEADEND (Lat: 38.174225, Lng: -79.405103), Route carried "on" structure: County highway 692, Year Built: 1990, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 157 (year 2013), Average Future Daily Traffic: 199 (year 2040), Design Load: HS 20+Mod, Features Intersected: CALFPASTURE RIVER, Facility Carried by Structure: Rocky Spring Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 24438, Location: 3.68 RT 693 - 4.02 RT 687 (Lat: 38.135289, Lng: -79.425481), Route carried "on" structure: County highway 600, Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 95 (year 2013), Average Future Daily Traffic: 108 (year 2040), Design Load: HS 20, Features Intersected: CLAYTON MILL CREEK, Facility Carried by Structure: MARBLE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.815, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 24438, Location: 3.68 RT 693 - 4.02 RT 687 (Lat: 38.135289, Lng: -79.425481), Route carried "on" structure: County highway 600, Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 95 (year 2013), Average Future Daily Traffic: 108 (year 2040), Design Load: HS 20, Features Intersected: CLAYTON MILL CREEK, Facility Carried by Structure: MARBLE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.815, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 25079, Location: 1.00 RT 600-2.94 BATH CO (Lat: 38.190372, Lng: -79.422644), Route carried "on" structure: County highway 629, Year Built: 1997, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 290 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 319 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAMILTON DRAFT, Facility Carried by Structure: DEERFIELD VALLEYRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25079, Location: 1.00 RT 600-2.94 BATH CO (Lat: 38.190372, Lng: -79.422644), Route carried "on" structure: County highway 629, Year Built: 1997, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 290 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 319 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAMILTON DRAFT, Facility Carried by Structure: DEERFIELD VALLEYRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26737, Location: 0.05 RT 637 - 0.10 D. END (Lat: 38.437142, Lng: -78.683736), Route carried "on" structure: County highway 855, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 134 (year 2018), Average Future Daily Traffic: 148 (year 2040), Design Load: HS 20+Mod, Features Intersected: BOONE RUN, Facility Carried by Structure: MT SINAI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26737, Location: 0.05 RT 637 - 0.10 D. END (Lat: 38.437142, Lng: -78.683736), Route carried "on" structure: County highway 855, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 134 (year 2018), Average Future Daily Traffic: 148 (year 2040), Design Load: HS 20+Mod, Features Intersected: BOONE RUN, Facility Carried by Structure: MT SINAI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26981, Location: 0.27-Rt.693/0.24-Rt.914 (Lat: 37.199442, Lng: -79.236319), Route carried "on" structure: County highway 696, Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 348 (year 2019), Average Future Daily Traffic: 351 (year 2040), Design Load: HS 20, Features Intersected: Branch Troublesome Creek, Facility Carried by Structure: Dearborn Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 26981, Location: 0.27-Rt.693/0.24-Rt.914 (Lat: 37.199442, Lng: -79.236319), Route carried "on" structure: County highway 696, Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 348 (year 2019), Average Future Daily Traffic: 351 (year 2040), Design Load: HS 20, Features Intersected: Branch Troublesome Creek, Facility Carried by Structure: Dearborn Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 26982, Location: 0.70-RT 675/0.70-RT 1401 (Lat: 37.517203, Lng: -79.175833), Route carried "on" structure: County highway 652, Year Built: 2008, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 874 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 1,294 (year 2040), Features Intersected: Graham Creek, Facility Carried by Structure: Cedar Gate Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, 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: 1, Length of Maximum Span: 32.4m (106.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26982, Location: 0.70-RT 675/0.70-RT 1401 (Lat: 37.517203, Lng: -79.175833), Route carried "on" structure: County highway 652, Year Built: 2008, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 874 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 1,294 (year 2040), Features Intersected: Graham Creek, Facility Carried by Structure: Cedar Gate Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, 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: 1, Length of Maximum Span: 32.4m (106.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 80801000001067, Location: OFF FDR 173 (Lat: 38.219311, Lng: -79.388819), Route carried "on" structure: Federal lands road 255, Year Built: 2010, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 25 (year 1998), Average Future Daily Traffic: 37 (year 2042), Features Intersected: HOLLOWAY DRAFT, Facility Carried by Structure: FOREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
Condition: Channel: Very good, Culverts: Very good, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 80801000001067, Location: OFF FDR 173 (Lat: 38.219311, Lng: -79.388819), Route carried "on" structure: Federal lands road 255, Year Built: 2010, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 25 (year 1998), Average Future Daily Traffic: 37 (year 2042), Features Intersected: HOLLOWAY DRAFT, Facility Carried by Structure: FOREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
Condition: Channel: Very good, Culverts: Very good, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 80801000003167, Location: OFF SR 600 (Lat: 38.138589, Lng: -79.432322), Route carried "on" structure: Federal lands road 61, Year Built: 1935, Year Reconstructed: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 75 (year 1998), Average Future Daily Traffic: 112 (year 2042), Design Load: HS 20, Features Intersected: CLAYTON MILL CREEK, Facility Carried by Structure: FOREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.640, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, 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: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 80801000003167, Location: OFF SR 600 (Lat: 38.138589, Lng: -79.432322), Route carried "on" structure: Federal lands road 61, Year Built: 1935, Year Reconstructed: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 75 (year 1998), Average Future Daily Traffic: 112 (year 2042), Design Load: HS 20, Features Intersected: CLAYTON MILL CREEK, Facility Carried by Structure: FOREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.640, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, 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: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 80801000003168, Location: OFF SR 688 (Lat: 38.250383, Lng: -79.360275), Route carried "on" structure: Federal lands road 81, Year Built: 1987, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 30 (year 1998), Average Future Daily Traffic: 45 (year 2042), Design Load: HS 20, Features Intersected: HODGES DRAFT, Facility Carried by Structure: FOREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.960, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 80801000003168, Location: OFF SR 688 (Lat: 38.250383, Lng: -79.360275), Route carried "on" structure: Federal lands road 81, Year Built: 1987, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 30 (year 1998), Average Future Daily Traffic: 45 (year 2042), Design Load: HS 20, Features Intersected: HODGES DRAFT, Facility Carried by Structure: FOREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.960, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place