Bridge Statistics for West Jefferson, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 262ft / 79.7mTotal length
- $24,000Total costs
- 388,488Total average daily traffic
- 109,594Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Jefferson
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11940-1949
- 131960-1969
- 11970-1979
- 11980-1989
- 31990-1999
- 32010-2019
- Bridge Condition - Deck
- 23.5%Very good
- 64.7%Good
- 5.9%Satisfactory
- 5.9%Poor
- Bridge Condition - Superstructure
- 35.3%Very good
- 35.3%Good
- 23.5%Satisfactory
- 5.9%Poor
- Bridge Condition - Substructure
- 17.6%Excellent
- 11.8%Very good
- 47.1%Good
- 11.8%Satisfactory
- 11.8%Fair
- Bridge Condition - Channel
- 14.3%Excellent
- 35.7%Very good
- 21.4%Good
- 21.4%Satisfactory
- 7.1%Poor
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Structure Number: 4900901, Location: 2.03 MI E OF US42 (Lat: 39.939881, Lng: -83.359931), Route carried "on" structure: US 40, Year Built: 1850, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,215 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,462 (year 2038), Design Load: H 15, Features Intersected: GLADE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.321, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 4900901, Location: 2.03 MI E OF US42 (Lat: 39.939881, Lng: -83.359931), Route carried "on" structure: US 40, Year Built: 1850, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,215 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,462 (year 2038), Design Load: H 15, Features Intersected: GLADE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.321, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 4900979, Location: 0.71 MI E OF SR142 (Lat: 39.945331, Lng: -83.260400), Route carried "on" structure: US 40, Year Built: 1982, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 14,227 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 19,747 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.850, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4900979, Location: 0.71 MI E OF SR142 (Lat: 39.945331, Lng: -83.260400), Route carried "on" structure: US 40, Year Built: 1982, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 14,227 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 19,747 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.850, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4901509, Location: 0.52 MI N. OF SR29 (Lat: 39.972069, Lng: -83.356131), Route carried "on" structure: US 42, Year Built: 1961, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 5,427 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 7,533 (year 2035), Design Load: HS 20, Features Intersected: LITTLE DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4901509, Location: 0.52 MI N. OF SR29 (Lat: 39.972069, Lng: -83.356131), Route carried "on" structure: US 42, Year Built: 1961, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 5,427 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 7,533 (year 2035), Design Load: HS 20, Features Intersected: LITTLE DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4901525, Location: 4.54 MI N OF SR29 (Lat: 40.015839, Lng: -83.305719), Route carried "on" structure: US 42, Year Built: 1991, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,732 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 12,120 (year 2038), Design Load: HS 20+Mod, Features Intersected: FITZGERALD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.853, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4901525, Location: 4.54 MI N OF SR29 (Lat: 40.015839, Lng: -83.305719), Route carried "on" structure: US 42, Year Built: 1991, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,732 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 12,120 (year 2038), Design Load: HS 20+Mod, Features Intersected: FITZGERALD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.853, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: September 2021, 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: 490261, Location: 1.88 MI. E. OF SR29 (Lat: 39.963400, Lng: -83.309361), Route carried "on" structure: Interstate 70, Year Built: 1969, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 29,528 (year 2015), Truck Traffic: 31%, Average Future Daily Traffic: 40,985 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.586, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 490261, Location: 1.88 MI. E. OF SR29 (Lat: 39.963400, Lng: -83.309361), Route carried "on" structure: Interstate 70, Year Built: 1969, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 29,528 (year 2015), Truck Traffic: 31%, Average Future Daily Traffic: 40,985 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.586, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4902645, Location: 1.88 MI. E. OF SR29 (Lat: 39.963111, Lng: -83.309381), Route carried "on" structure: Interstate 70, Year Built: 1969, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 29,528 (year 2015), Truck Traffic: 31%, Average Future Daily Traffic: 40,985 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.586, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4902645, Location: 1.88 MI. E. OF SR29 (Lat: 39.963111, Lng: -83.309381), Route carried "on" structure: Interstate 70, Year Built: 1969, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 29,528 (year 2015), Truck Traffic: 31%, Average Future Daily Traffic: 40,985 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.586, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4902734, Location: 2.36 MI. E. OF SR29 (Lat: 39.965311, Lng: -83.300811), Route carried "on" structure: County highway C0014, Year Built: 1969, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 750 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 81,968 (year 2035), Design Load: H 15, Features Intersected: TAYLOR BLR RD OVER I 70, Facility Carried by Structure: TAYLOR BLAIR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 35.6 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: 25.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4902734, Location: 2.36 MI. E. OF SR29 (Lat: 39.965311, Lng: -83.300811), Route carried "on" structure: County highway C0014, Year Built: 1969, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 750 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 81,968 (year 2035), Design Load: H 15, Features Intersected: TAYLOR BLR RD OVER I 70, Facility Carried by Structure: TAYLOR BLAIR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 35.6 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: 25.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4902769, Location: 3.58 MI. E. OF SR29 (Lat: 39.971850, Lng: -83.279439), Route carried "on" structure: County highway C0010, Year Built: 1969, Status: Open, Structure Length: 8.64m (28.35ft), Average Daily Traffic: 732 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 81,968 (year 2035), Design Load: H 15, Features Intersected: MIDDLE PIKE RD OVER I 70, Facility Carried by Structure: MIDDLE PIKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4902769, Location: 3.58 MI. E. OF SR29 (Lat: 39.971850, Lng: -83.279439), Route carried "on" structure: County highway C0010, Year Built: 1969, Status: Open, Structure Length: 8.64m (28.35ft), Average Daily Traffic: 732 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 81,968 (year 2035), Design Load: H 15, Features Intersected: MIDDLE PIKE RD OVER I 70, Facility Carried by Structure: MIDDLE PIKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4902793, Location: 0.17 MI W OF IR70 (Lat: 39.977211, Lng: -83.260950), Route carried "on" structure: State highway 142, Year Built: 1969, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,905 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,644 (year 2035), Design Load: H 20, Features Intersected: OVER I-70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.581, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4902793, Location: 0.17 MI W OF IR70 (Lat: 39.977211, Lng: -83.260950), Route carried "on" structure: State highway 142, Year Built: 1969, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,905 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,644 (year 2035), Design Load: H 20, Features Intersected: OVER I-70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.581, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4902823, Location: 0.17 MI W OF IR70 (Lat: 39.977261, Lng: -83.260800), Route carried "on" structure: State highway 142, Year Built: 1969, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,905 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,644 (year 2035), Design Load: H 20, Features Intersected: OVER I-70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.581, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4902823, Location: 0.17 MI W OF IR70 (Lat: 39.977261, Lng: -83.260800), Route carried "on" structure: State highway 142, Year Built: 1969, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,905 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,644 (year 2035), Design Load: H 20, Features Intersected: OVER I-70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.581, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4903633, Location: 5.65 MI E OF SR56 (Lat: 39.918339, Lng: -83.350739), Route carried "on" structure: State highway 142, Year Built: 1964, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 3,013 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,182 (year 2035), Design Load: H 20, Features Intersected: GLADE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.109, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4903633, Location: 5.65 MI E OF SR56 (Lat: 39.918339, Lng: -83.350739), Route carried "on" structure: State highway 142, Year Built: 1964, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 3,013 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,182 (year 2035), Design Load: H 20, Features Intersected: GLADE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.109, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4904397, Location: 01.00 MI E.OF CR70 (Lat: 39.879811, Lng: -83.333750), Route carried "on" structure: State highway 665, Year Built: 1996, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 1,340 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,860 (year 2035), Design Load: HS 20+Mod, Features Intersected: MOREHEAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.187, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4904397, Location: 01.00 MI E.OF CR70 (Lat: 39.879811, Lng: -83.333750), Route carried "on" structure: State highway 665, Year Built: 1996, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 1,340 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,860 (year 2035), Design Load: HS 20+Mod, Features Intersected: MOREHEAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.187, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4930207, Location: 0.50 MI. N. OF U.S. 40 (Lat: 39.951061, Lng: -83.269389), Route carried "on" structure: County highway C0010, Year Built: 1971, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 732 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,016 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE DARBY CREEK, Facility Carried by Structure: COUNTY ROAD 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4930207, Location: 0.50 MI. N. OF U.S. 40 (Lat: 39.951061, Lng: -83.269389), Route carried "on" structure: County highway C0010, Year Built: 1971, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 732 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,016 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE DARBY CREEK, Facility Carried by Structure: COUNTY ROAD 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4930762, Location: 2.9 MI N OF COUNTY RD 72 (Lat: 39.922511, Lng: -83.274350), Route carried "on" structure: County highway 51, Year Built: 1992, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 545 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 756 (year 2035), Design Load: HS 20+Mod, Features Intersected: RUNNING DITCH, Facility Carried by Structure: OLMSTEAD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4930762, Location: 2.9 MI N OF COUNTY RD 72 (Lat: 39.922511, Lng: -83.274350), Route carried "on" structure: County highway 51, Year Built: 1992, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 545 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 756 (year 2035), Design Load: HS 20+Mod, Features Intersected: RUNNING DITCH, Facility Carried by Structure: OLMSTEAD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4931891, Location: 2.87 MI N OF US 40 (Lat: 39.973389, Lng: -83.310511), Route carried "on" structure: County highway 14, Year Built: 2016, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 750 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,041 (year 2035), Design Load: HL 93, Features Intersected: TRIB. OF LITTLE DARBY, Facility Carried by Structure: TAYLOR BLAIR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4931891, Location: 2.87 MI N OF US 40 (Lat: 39.973389, Lng: -83.310511), Route carried "on" structure: County highway 14, Year Built: 2016, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 750 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,041 (year 2035), Design Load: HL 93, Features Intersected: TRIB. OF LITTLE DARBY, Facility Carried by Structure: TAYLOR BLAIR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4931939, Location: 0.25 MI E OF COUNTY RD 70 (Lat: 39.896061, Lng: -83.347689), Route carried "on" structure: County highway 152, Year Built: 1945, Year Reconstructed: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 170 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 236 (year 2035), Features Intersected: GLADE RUN, Facility Carried by Structure: SPARLING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County 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: 6.7m (22.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Roadway Improvement Cost: $2,000, Total Project Cost: $24,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4931939, Location: 0.25 MI E OF COUNTY RD 70 (Lat: 39.896061, Lng: -83.347689), Route carried "on" structure: County highway 152, Year Built: 1945, Year Reconstructed: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 170 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 236 (year 2035), Features Intersected: GLADE RUN, Facility Carried by Structure: SPARLING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County 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: 6.7m (22.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Roadway Improvement Cost: $2,000, Total Project Cost: $24,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4932111, Location: .20 mi. S of Taylor Blair (Lat: 39.978311, Lng: -83.326789), Route carried "on" structure: County highway 48, Year Built: 2016, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 275 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 382 (year 2020), Design Load: HL 93, Features Intersected: Lucas Ditch, Facility Carried by Structure: Goodson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.334, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 48.6 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: 38.9 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4932111, Location: .20 mi. S of Taylor Blair (Lat: 39.978311, Lng: -83.326789), Route carried "on" structure: County highway 48, Year Built: 2016, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 275 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 382 (year 2020), Design Load: HL 93, Features Intersected: Lucas Ditch, Facility Carried by Structure: Goodson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.334, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 48.6 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: 38.9 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4932137, Location: .10 MI.N. OF U.S.40 (Lat: 39.946389, Lng: -83.281669), Route carried "on" structure: County highway 14, Year Built: 2012, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 750 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,041 (year 2035), Design Load: HL 93, Features Intersected: LITTLE DARBY, Facility Carried by Structure: TAYLOR BLAIR RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 4932137, Location: .10 MI.N. OF U.S.40 (Lat: 39.946389, Lng: -83.281669), Route carried "on" structure: County highway 14, Year Built: 2012, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 750 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,041 (year 2035), Design Load: HL 93, Features Intersected: LITTLE DARBY, Facility Carried by Structure: TAYLOR BLAIR RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 4900243, Location: 1.66 MI E OF US 42 (Lat: 39.959589, Lng: -83.345450), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 52,506 (year 2015), Truck Traffic: 31%, Features Intersected: UNDER SR-29, Facility Carried by Structure: SR 29
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 16.528, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.1m (161.1ft)
Structure Number: 4900243, Location: 1.66 MI E OF US 42 (Lat: 39.959589, Lng: -83.345450), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 52,506 (year 2015), Truck Traffic: 31%, Features Intersected: UNDER SR-29, Facility Carried by Structure: SR 29
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 16.528, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.1m (161.1ft)
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Structure Number: 4902734, Location: 2.36 MI. E. OF SR29 (Lat: 39.965311, Lng: -83.300811), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 59,055 (year 2015), Truck Traffic: 31%, Features Intersected: UNDER TAYLOR BLAIR RD, Facility Carried by Structure: TAYLOR BLAIR RD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 20.326, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.0m (88.6ft)
Structure Number: 4902734, Location: 2.36 MI. E. OF SR29 (Lat: 39.965311, Lng: -83.300811), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 59,055 (year 2015), Truck Traffic: 31%, Features Intersected: UNDER TAYLOR BLAIR RD, Facility Carried by Structure: TAYLOR BLAIR RD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 20.326, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.0m (88.6ft)
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Structure Number: 4902769, Location: 3.58 MI. E. OF SR29 (Lat: 39.971850, Lng: -83.279439), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 59,055 (year 2015), Truck Traffic: 31%, Features Intersected: UNDER MIDDLE PIKE RD, Facility Carried by Structure: MIDDLE PIKE RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 22.306, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 4902769, Location: 3.58 MI. E. OF SR29 (Lat: 39.971850, Lng: -83.279439), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 59,055 (year 2015), Truck Traffic: 31%, Features Intersected: UNDER MIDDLE PIKE RD, Facility Carried by Structure: MIDDLE PIKE RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 22.306, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 4902793, Location: 0.17 MI W OF IR70 (Lat: 39.977211, Lng: -83.260950), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 57,174 (year 2015), Truck Traffic: 31%, Features Intersected: UNDER SR-142 SB, Facility Carried by Structure: SR 142
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 23.995, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.1m (82.3ft)
Structure Number: 4902793, Location: 0.17 MI W OF IR70 (Lat: 39.977211, Lng: -83.260950), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 57,174 (year 2015), Truck Traffic: 31%, Features Intersected: UNDER SR-142 SB, Facility Carried by Structure: SR 142
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 23.995, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.1m (82.3ft)
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Structure Number: 4902823, Location: 0.17 MI W OF IR70 (Lat: 39.977261, Lng: -83.260800), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 57,174 (year 2015), Truck Traffic: 31%, Features Intersected: UNDER SR-142 NB, Facility Carried by Structure: SR 142
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 24.011, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.1m (82.3ft)
Structure Number: 4902823, Location: 0.17 MI W OF IR70 (Lat: 39.977261, Lng: -83.260800), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 57,174 (year 2015), Truck Traffic: 31%, Features Intersected: UNDER SR-142 NB, Facility Carried by Structure: SR 142
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 24.011, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.1m (82.3ft)