Bridge Statistics for South Charleston, West Virginia (WV) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 20A165, Location: 0.12 MI E OF CR 12/7 (Lat: 38.356667, Lng: -81.753333), Route carried "on" structure: County highway 6005, Year Built: 1917, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 1,224 (year 2024), Features Intersected: UPTON CREEK, Facility Carried by Structure: COUNTY ROUTE 60/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.4m (17.7ft)

Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.9 metric tons, Inventory Rating: 11.7 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $150,000, Total Project Cost: $600,000 ( Estimate for 2005)

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Structure Number: 20A292, Location: 0.01 MI N OF CR 61/12 (Lat: 38.353333, Lng: -81.713333), Route carried "on" structure: State highway 60100, Year Built: 1959, Year Reconstructed: 1983, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 13,750 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 20,075 (year 2024), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK, Facility Carried by Structure: WV. 601
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A338, Location: 0.12 MI E OF US 60 (Lat: 38.358333, Lng: -81.716667), Route carried "on" structure: Ramp Interstate 6400, Year Built: 1973, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 20,250 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 35,438 (year 2026), Design Load: HS 20+Mod, Features Intersected: WV 601 JEFFERSON RD., Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.564, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A339, Location: 0.14 MI E OF WV 601 (Lat: 38.361667, Lng: -81.715000), Route carried "on" structure: US 6000, Year Built: 1973, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 28,500 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 34,770 (year 2024), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.198, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $200,000, Total Project Cost: $200,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A341, Location: 0.40 MI E OF US 60 (Lat: 38.360000, Lng: -81.713333), Route carried "on" structure: Ramp Interstate 6400, Year Built: 1972, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 8,200 (year 2004), Truck Traffic: 17%, Average Future Daily Traffic: 14,350 (year 2024), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK, Facility Carried by Structure: I-64 WEST-RAMP "B"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.645, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 65.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A342, Location: 0.29 MI E OF CR 60/64 (Lat: 38.365000, Lng: -81.678333), Route carried "on" structure: US 6000, Year Built: 1991, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 18,000 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 23,220 (year 2024), Design Load: HS 25, Features Intersected: CSX RR,CARBIDE ENTRANCE, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.432, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.83m (38.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $100,000, Total Project Cost: $500,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A359, Location: 0.22 MI S OF US 60 (Lat: 38.361667, Lng: -81.716667), Route carried "on" structure: County highway 6060, Year Built: 1935, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 100 (year 2004), Average Future Daily Traffic: 144 (year 2024), Design Load: HS 20, Features Intersected: DAVIS CREEK, Facility Carried by Structure: COUNTY ROUTE 60/60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2007, Underwater Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A365, Location: 0.15 MI S OF US 60 (Lat: 38.363333, Lng: -81.686667), Route carried "on" structure: County highway 6064, Year Built: 1974, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 17,000 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 24,820 (year 2024), Design Load: HS 20+Mod, Features Intersected: SECOND AVENUE, Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 6, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 26.3m (86.3ft), Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $200,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A367, Location: 0.20 MI S OF US 60 (Lat: 38.365000, Lng: -81.686667), Route carried "on" structure: County highway 6064, Year Built: 1974, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 17,000 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 20,740 (year 2024), Design Load: HS 20+Mod, Features Intersected: SO CHAS 1ST AVE & CSX RR, Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 6, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $100,000, Total Project Cost: $700,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A369, Location: 0.25 MI S OF US 60 (Lat: 38.363333, Lng: -81.685000), Route carried "on" structure: County highway 6064, Year Built: 1974, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 17,000 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 20,740 (year 2024), Design Load: HS 20+Mod, Features Intersected: I-64 EAST & WEST BOUND, Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2008, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A373, Location: 0.03 MI W OF CR 61/12 (Lat: 38.360000, Lng: -81.695000), Route carried "on" structure: Ramp County highway 6113, Year Built: 1973, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 5,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 7,075 (year 2024), Design Load: HS 20+Mod, Features Intersected: I-64 EBL & WBL, Facility Carried by Structure: COUNTY ROUTE 61/13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.74m (22.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A387, Location: 0.85 MI E OF CR 25/25 (Lat: 38.358333, Lng: -81.720000), Route carried "on" structure: Interstate 6400, Year Built: 1974, Status: Open, Structure Length: 72.60m (238.19ft), Average Daily Traffic: 77,000 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 134,750 (year 2025), Design Load: HS 20+Mod, Features Intersected: US60, WV25, KANAWHA RV., Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.711, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 39 degrees, Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 13, Length of Maximum Span: 128.0m (419.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 72.60m (238.19ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2007, Critical Feature Inspection Date: December 2007, Underwater Inspection Date: August 2003, Bridge Improvement Cost: $9,000,000, Roadway Improvement Cost: $2,000,000, Total Project Cost: $11,000,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A389, Location: 1.53 MI E OF CR 25/25 (Lat: 38.360000, Lng: -81.711667), Route carried "on" structure: Interstate 6400, Year Built: 1973, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 80,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 140,000 (year 2025), Design Load: HS 25, Features Intersected: DAVIS CREEK, Facility Carried by Structure: I-64 EAST & WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.773, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 30.4m (99.7ft), Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A391, Location: 0.69 MI E OF US 60 (Lat: 38.358333, Lng: -81.703333), Route carried "on" structure: Interstate 6400, Year Built: 1970, Status: Open, Structure Length: 18.87m (61.91ft), Average Daily Traffic: 40,500 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 69,125 (year 2026), Design Load: HS 20+Mod, Features Intersected: CR 61/13, CSX RR, Facility Carried by Structure: I-64 EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.481, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.87m (61.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,000,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A392, Location: 0.69 MI E OF US 60 (Lat: 38.358333, Lng: -81.703333), Route carried "on" structure: Interstate 6400, Year Built: 1970, Status: Open, Structure Length: 18.87m (61.91ft), Average Daily Traffic: 40,500 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 70,875 (year 2026), Design Load: HS 20+Mod, Features Intersected: KAN TPK & CSX RR, Facility Carried by Structure: I-64 WBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.481, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.87m (61.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,000,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A393, Location: 1.49 MI E OF US 60 (Lat: 38.361667, Lng: -81.690000), Route carried "on" structure: Interstate 6400, Year Built: 1973, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 81,000 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 141,750 (year 2026), Design Load: HS 20+Mod, Features Intersected: CENTRAL AVE., Facility Carried by Structure: I-64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.769, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 34.2m (112.2ft), Out-to-Out Width: 36.2m (118.8ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $950,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,000,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A566, Location: 0.01 MI N OF CR 61/12 (Lat: 38.353333, Lng: -81.713333), Route carried "on" structure: State highway 60100, Year Built: 1983, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 13,750 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 20,075 (year 2024), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK, Facility Carried by Structure: WV. 601 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A656, Location: 1.27 MI N OF WV 214 (Lat: 38.336667, Lng: -81.703333), Route carried "on" structure: US 11900, Year Built: 1986, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 22,250 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 27,145 (year 2024), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK, Facility Carried by Structure: US 119 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.156, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.20m (30.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A657, Location: 1.27 MI N OF WV 214 (Lat: 38.336667, Lng: -81.703333), Route carried "on" structure: US 11900, Year Built: 1986, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 22,250 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 27,145 (year 2024), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK, Facility Carried by Structure: US 119 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.156, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.20m (30.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $50,000, Total Project Cost: $750,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A923, Location: 0.04 MI N OF CR 61/12 (Lat: 38.365000, Lng: -81.685000), Route carried "on" structure: City street N1480, Year Built: 1961, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 9,800 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 9,800 (year 2024), Design Load: H 15, Features Intersected: CSX RR & FIRST AVE, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.5 metric tons, Inventory Rating: 23.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $100,000, Total Project Cost: $900,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A338, Location: 0.12 MI E OF US 60 (Lat: 38.358333, Lng: -81.716667), Route carried "under" structure: State highway 60100, Year Built: 1973, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 18,000 (year 2004), Truck Traffic: 6%, Features Intersected: I-64, Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 2.735, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 20A342, Location: 0.29 MI E OF CR 60/64 (Lat: 38.365000, Lng: -81.678333), Route carried "under" structure: Business Other road , Year Built: 1991, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 250 (year 2007), Truck Traffic: 5%, Features Intersected: US 60, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 6.57m (21.56ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 118.0m (387.1ft)

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Structure Number: 20A365, Location: 0.15 MI S OF US 60 (Lat: 38.363333, Lng: -81.686667), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 700 (year 2004), Truck Traffic: 5%, Features Intersected: CR 60/64, Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 20A367, Location: 0.20 MI S OF US 60 (Lat: 38.365000, Lng: -81.686667), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 300 (year 2004), Truck Traffic: 8%, Features Intersected: CR 60/64, Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 7.33m (24.05ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 20A369, Location: 0.25 MI S OF US 60 (Lat: 38.363333, Lng: -81.685000), Route carried "under" structure: Interstate 6400, Year Built: 1974, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 83,000 (year 2004), Truck Traffic: 17%, Features Intersected: CR 60/64, Facility Carried by Structure: CR 60/64
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 89.219, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 20A373, Location: 0.03 MI W OF CR 61/12 (Lat: 38.360000, Lng: -81.695000), Route carried "under" structure: Interstate 6400, Year Built: 1973, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 72,500 (year 2006), Truck Traffic: 17%, Features Intersected: CR 61/3, Facility Carried by Structure: COUNTY ROUTE 61/13
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 88.157, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 67.4m (221.1ft)

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Structure Number: 20A387, Location: 0.85 MI E OF CR 25/25 (Lat: 38.358333, Lng: -81.720000), Route carried "under" structure: State highway 2500, Year Built: 1974, Structure Length: 72.60m (238.19ft), Average Daily Traffic: 12,000 (year 2004), Truck Traffic: 6%, Features Intersected: I-64, Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 10.15m (33.30ft), Kilometerpoint: 15.012, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 726.0m (2,381.9ft)

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Structure Number: 20A387, Location: 0.85 MI E OF CR 25/25 (Lat: 38.358333, Lng: -81.720000), Route carried "under" structure: County highway 6060, Year Built: 1974, Structure Length: 72.60m (238.19ft), Average Daily Traffic: 100 (year 2004), Features Intersected: I-64, Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 10.69m (35.07ft), Kilometerpoint: 4.023, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 726.0m (2,381.9ft)

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Structure Number: 20A387, Location: 0.85 MI E OF CR 25/25 (Lat: 38.358333, Lng: -81.720000), Route carried "under" structure: US 6000, Year Built: 1974, Structure Length: 72.60m (238.19ft), Average Daily Traffic: 28,000 (year 2004), Truck Traffic: 5%, Features Intersected: I-64, Facility Carried by Structure: INTERSTATE 64
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 18.085, Lanes on structure: 4, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 726.0m (2,381.9ft)

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Structure Number: 20A391, Location: 0.69 MI E OF US 60 (Lat: 38.358333, Lng: -81.703333), Route carried "under" structure: Ramp County highway 6113, Year Built: 1970, Structure Length: 18.87m (61.91ft), Average Daily Traffic: 5,800 (year 2006), Truck Traffic: 8%, Features Intersected: I-64 EAST & WEST, Facility Carried by Structure: I-64 EAST
Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.402, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 188.7m (619.1ft)

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Structure Number: 20A392, Location: 0.69 MI E OF US 60 (Lat: 38.358333, Lng: -81.703333), Route carried "under" structure: Ramp County highway 6113, Year Built: 1970, Structure Length: 18.87m (61.91ft), Average Daily Traffic: 5,800 (year 2004), Truck Traffic: 8%, Features Intersected: I-64 EBL & WBL, Facility Carried by Structure: I-64 WBL
Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.402, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 188.7m (619.1ft)

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Structure Number: 20A393, Location: 1.49 MI E OF US 60 (Lat: 38.361667, Lng: -81.690000), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 6,500 (year 2004), Truck Traffic: 8%, Features Intersected: I-64 EB & WB, Facility Carried by Structure: I-64
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)

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Structure Number: 20A656, Location: 1.27 MI N OF WV 214 (Lat: 38.336667, Lng: -81.703333), Route carried "under" structure: Other road , Year Built: 1986, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 50 (year 2004), Features Intersected: US 119 N, Facility Carried by Structure: US 119 NORTH
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 92.0m (301.8ft)

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Structure Number: 20A657, Location: 1.27 MI N OF WV 214 (Lat: 38.336667, Lng: -81.703333), Route carried "under" structure: Other road , Year Built: 1986, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 50 (year 2004), Features Intersected: US 119 SOUTH, Facility Carried by Structure: US 119 SOUTH
Minimum Vertical Clearance: 8.96m (29.40ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 92.0m (301.8ft)

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Structure Number: 20A657, Location: 1.27 MI N OF WV 214 (Lat: 38.336667, Lng: -81.703333), Route carried "under" structure: Other road , Year Built: 1986, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 20 (year 2007), Features Intersected: US 119 SOUTH, Facility Carried by Structure: US 119 SOUTH
Minimum Vertical Clearance: 9.57m (31.40ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 92.0m (301.8ft)

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Structure Number: 20A923, Location: 0.04 MI N OF CR 61/12 (Lat: 38.365000, Lng: -81.685000), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 150 (year 2004), Truck Traffic: 5%, Features Intersected: CENTRAL AVE, Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 0.67m (2.20ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 76.2m (250.0ft)