Bridge Statistics for Galena, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 236ft / 72.2mTotal length
- $220,000Total costs
- 395,662Total average daily traffic
- 66,578Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Galena
- No street view available for this location
- New bridges - historical statistics
- 151950-1959
- 11960-1969
- 11980-1989
- 31990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 41990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 23.1%Excellent
- 53.8%Very good
- 15.4%Good
- 7.7%Satisfactory
- Bridge Condition - Superstructure
- 23.1%Excellent
- 61.5%Very good
- 15.4%Satisfactory
- Bridge Condition - Substructure
- 15.4%Excellent
- 61.5%Very good
- 23.1%Satisfactory
- Bridge Condition - Channel
- 46.2%Excellent
- 38.5%Very good
- 7.7%Good
- 7.7%Satisfactory
- Bridge Condition - Culverts
- 25.0%Excellent
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
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Structure Number: 2100045, Location: 01.82 MI.S. OF US-36 (Lat: 40.225519, Lng: -82.887281), Route carried "on" structure: State highway 3, Year Built: 1997, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 11,608 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 16,112 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.137, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), 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: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2100045, Location: 01.82 MI.S. OF US-36 (Lat: 40.225519, Lng: -82.887281), Route carried "on" structure: State highway 3, Year Built: 1997, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 11,608 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 16,112 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.137, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), 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: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 2102285, Location: 4.98 MI N OF FRANKLIN CO (Lat: 40.198950, Lng: -82.934711), Route carried "on" structure: County highway 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 7,809 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,839 (year 2035), Design Load: H 15, Features Intersected: IR-71, Facility Carried by Structure: LEWIS CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.430, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2102285, Location: 4.98 MI N OF FRANKLIN CO (Lat: 40.198950, Lng: -82.934711), Route carried "on" structure: County highway 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 7,809 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,839 (year 2035), Design Load: H 15, Features Intersected: IR-71, Facility Carried by Structure: LEWIS CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.430, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2102315, Location: 3.95 MI S OF US36 (Lat: 40.209181, Lng: -82.930789), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 41,597 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 57,737 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER TR 105 (PLUMB RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.205, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2102315, Location: 3.95 MI S OF US36 (Lat: 40.209181, Lng: -82.930789), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 41,597 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 57,737 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER TR 105 (PLUMB RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.205, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 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: 2102374, Location: 3.95 MI S OF US36 (Lat: 40.209181, Lng: -82.930439), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 41,597 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 57,737 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER TR 105 (PLUMB RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.205, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2102374, Location: 3.95 MI S OF US36 (Lat: 40.209181, Lng: -82.930439), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 41,597 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 57,737 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER TR 105 (PLUMB RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.205, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 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: 2102439, Location: 1.76 MI S OF US 36 (Lat: 40.240781, Lng: -82.929011), Route carried "on" structure: County highway C0072, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 1,764 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,448 (year 2035), Design Load: H 15, Features Intersected: IR-71, Facility Carried by Structure: CHESHIRE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.586, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2102439, Location: 1.76 MI S OF US 36 (Lat: 40.240781, Lng: -82.929011), Route carried "on" structure: County highway C0072, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 1,764 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,448 (year 2035), Design Load: H 15, Features Intersected: IR-71, Facility Carried by Structure: CHESHIRE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.586, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 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: 2130521, Location: 0.7 MI. S. OF WOODTOWN RD (Lat: 40.178311, Lng: -82.827031), Route carried "on" structure: County highway C0018, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 848 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,177 (year 2038), Design Load: HS 20, Features Intersected: NO NAME DITCH, Facility Carried by Structure: MILLER-PAUL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.8 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 2130521, Location: 0.7 MI. S. OF WOODTOWN RD (Lat: 40.178311, Lng: -82.827031), Route carried "on" structure: County highway C0018, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 848 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,177 (year 2038), Design Load: HS 20, Features Intersected: NO NAME DITCH, Facility Carried by Structure: MILLER-PAUL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.8 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 2130599, Location: 0.1 MI N. OF LEWIS CENTER (Lat: 40.197419, Lng: -82.895389), Route carried "on" structure: County highway C0024, Year Built: 1954, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 3,470 (year 2038), Design Load: H 20, Features Intersected: MARTIN'S RUN - HOOVER RE, Facility Carried by Structure: S. OLD 3-C HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.536, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2130599, Location: 0.1 MI N. OF LEWIS CENTER (Lat: 40.197419, Lng: -82.895389), Route carried "on" structure: County highway C0024, Year Built: 1954, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 3,470 (year 2038), Design Load: H 20, Features Intersected: MARTIN'S RUN - HOOVER RE, Facility Carried by Structure: S. OLD 3-C HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.536, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2130696, Location: 0.4 MI W. OF RED BANK RD. (Lat: 40.177281, Lng: -82.871361), Route carried "on" structure: County highway C0030, Year Built: 1954, Year Reconstructed: 2006, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 2,399 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 3,330 (year 2038), Design Load: HS 25 or greater, Features Intersected: HOOVER RESERVOIR, Facility Carried by Structure: SUNBURY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.665, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 61.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2130696, Location: 0.4 MI W. OF RED BANK RD. (Lat: 40.177281, Lng: -82.871361), Route carried "on" structure: County highway C0030, Year Built: 1954, Year Reconstructed: 2006, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 2,399 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 3,330 (year 2038), Design Load: HS 25 or greater, Features Intersected: HOOVER RESERVOIR, Facility Carried by Structure: SUNBURY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.665, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 61.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: April 2020, 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: 2130823, Location: 0.5 MI. S. OF SUNBURY RD. (Lat: 40.174281, Lng: -82.859969), Route carried "on" structure: County highway C0031, Year Built: 1954, Year Reconstructed: 2000, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,915 (year 2038), Design Load: HS 15, Features Intersected: HOOVER RESERVOIR, Facility Carried by Structure: RED BANK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: November 2019, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $50,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2130823, Location: 0.5 MI. S. OF SUNBURY RD. (Lat: 40.174281, Lng: -82.859969), Route carried "on" structure: County highway C0031, Year Built: 1954, Year Reconstructed: 2000, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,915 (year 2038), Design Load: HS 15, Features Intersected: HOOVER RESERVOIR, Facility Carried by Structure: RED BANK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: November 2019, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $50,000, 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: 2130831, Location: 0.3 MI. S. OF SUNBURY RD. (Lat: 40.176600, Lng: -82.861150), Route carried "on" structure: County highway C0031, Year Built: 1954, Year Reconstructed: 2000, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,915 (year 2038), Design Load: HS 15, Features Intersected: RED BANK CR. - HOOVER RE, Facility Carried by Structure: RED BANK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: November 2019, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $50,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2130831, Location: 0.3 MI. S. OF SUNBURY RD. (Lat: 40.176600, Lng: -82.861150), Route carried "on" structure: County highway C0031, Year Built: 1954, Year Reconstructed: 2000, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,915 (year 2038), Design Load: HS 15, Features Intersected: RED BANK CR. - HOOVER RE, Facility Carried by Structure: RED BANK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: November 2019, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $50,000, 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: 2131196, Location: 0.2 MI. W. GOLF COURSE RD (Lat: 40.236639, Lng: -82.894639), Route carried "on" structure: County highway C0034, Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 1,878 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,607 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE WALNUT CREEK, Facility Carried by Structure: S. GALENA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $120,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2131196, Location: 0.2 MI. W. GOLF COURSE RD (Lat: 40.236639, Lng: -82.894639), Route carried "on" structure: County highway C0034, Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 1,878 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 2,607 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE WALNUT CREEK, Facility Carried by Structure: S. GALENA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $120,000, 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: 213237, Location: W SIDE OF GALENA VILLAGE (Lat: 40.213869, Lng: -82.882019), Route carried "on" structure: County highway C0024, Year Built: 1954, Year Reconstructed: 2010, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 2,067 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,869 (year 2038), Design Load: HS 20+Mod, Features Intersected: LITTLE WALNUT CR - HOOVE, Facility Carried by Structure: S. OLD 3-C HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: November 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 213237, Location: W SIDE OF GALENA VILLAGE (Lat: 40.213869, Lng: -82.882019), Route carried "on" structure: County highway C0024, Year Built: 1954, Year Reconstructed: 2010, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 2,067 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,869 (year 2038), Design Load: HS 20+Mod, Features Intersected: LITTLE WALNUT CR - HOOVE, Facility Carried by Structure: S. OLD 3-C HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: November 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2132648, Location: 0.1 MI W OF TP RD 405 (Lat: 40.194139, Lng: -82.844111), Route carried "on" structure: County highway T0407, Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 42 (year 2038), Design Load: HS 20, Features Intersected: RED BANK CREEK, Facility Carried by Structure: OVERBROOK LN.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021
Structure Number: 2132648, Location: 0.1 MI W OF TP RD 405 (Lat: 40.194139, Lng: -82.844111), Route carried "on" structure: County highway T0407, Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 42 (year 2038), Design Load: HS 20, Features Intersected: RED BANK CREEK, Facility Carried by Structure: OVERBROOK LN.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021
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Structure Number: 2133172, Location: 0.44 MI E. OF CR 30 (Lat: 40.184361, Lng: -82.861469), Route carried "on" structure: County highway T0517, Year Built: 1991, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 139 (year 2038), Design Load: HS 20, Features Intersected: N. FORK SPRUCE RUN, Facility Carried by Structure: HOOVER WOODS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 2133172, Location: 0.44 MI E. OF CR 30 (Lat: 40.184361, Lng: -82.861469), Route carried "on" structure: County highway T0517, Year Built: 1991, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 139 (year 2038), Design Load: HS 20, Features Intersected: N. FORK SPRUCE RUN, Facility Carried by Structure: HOOVER WOODS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 2135345, Location: 0.3 MI S. OF WOODTOWN RD. (Lat: 40.179439, Lng: -82.844139), Route carried "on" structure: County highway C0017, Year Built: 1992, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 875 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,215 (year 2038), Design Load: HS 20, Features Intersected: S BRANCH SPRUCE RUN, Facility Carried by Structure: HARLEM RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2135345, Location: 0.3 MI S. OF WOODTOWN RD. (Lat: 40.179439, Lng: -82.844139), Route carried "on" structure: County highway C0017, Year Built: 1992, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 875 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,215 (year 2038), Design Load: HS 20, Features Intersected: S BRANCH SPRUCE RUN, Facility Carried by Structure: HARLEM RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2136457, Location: 150FT E OF VILLAGE SQUARE (Lat: 40.215000, Lng: -82.878331), Route carried "on" structure: County highway C0030, Year Built: 2013, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 3,215 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,462 (year 2038), Design Load: HL 93, Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: SUNBURY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2136457, Location: 150FT E OF VILLAGE SQUARE (Lat: 40.215000, Lng: -82.878331), Route carried "on" structure: County highway C0030, Year Built: 2013, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 3,215 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,462 (year 2038), Design Load: HL 93, Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: SUNBURY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 213702, Location: 0.8 MI E OF SUNBURY RD. (Lat: 40.188531, Lng: -82.856569), Route carried "on" structure: County highway C0017, Year Built: 2019, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HL 93, Features Intersected: RED BANK CREEK, Facility Carried by Structure: HARLEM RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Excellent, Culverts: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.92m (3.02ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021
Structure Number: 213702, Location: 0.8 MI E OF SUNBURY RD. (Lat: 40.188531, Lng: -82.856569), Route carried "on" structure: County highway C0017, Year Built: 2019, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HL 93, Features Intersected: RED BANK CREEK, Facility Carried by Structure: HARLEM RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Excellent, Culverts: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.92m (3.02ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021
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Structure Number: 2102285, Location: 4.98 MI N OF FRANKLIN CO (Lat: 40.198950, Lng: -82.934711), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 86,381 (year 2016), Truck Traffic: 17%, Features Intersected: LEWIS CTR RD CR106, Facility Carried by Structure: LEWIS CENTER RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 8.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 2102285, Location: 4.98 MI N OF FRANKLIN CO (Lat: 40.198950, Lng: -82.934711), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 86,381 (year 2016), Truck Traffic: 17%, Features Intersected: LEWIS CTR RD CR106, Facility Carried by Structure: LEWIS CENTER RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 8.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 2102315, Location: 3.95 MI S OF US36 (Lat: 40.209181, Lng: -82.930789), Route carried "under" structure: County highway T105, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 4,549 (year 2015), Truck Traffic: 5%, Features Intersected: I 71 SB, Facility Carried by Structure: I-71 SB
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.7m (35.1ft)
Structure Number: 2102315, Location: 3.95 MI S OF US36 (Lat: 40.209181, Lng: -82.930789), Route carried "under" structure: County highway T105, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 4,549 (year 2015), Truck Traffic: 5%, Features Intersected: I 71 SB, Facility Carried by Structure: I-71 SB
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.7m (35.1ft)
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Structure Number: 2102374, Location: 3.95 MI S OF US36 (Lat: 40.209181, Lng: -82.930439), Route carried "under" structure: County highway T105, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 4,549 (year 2015), Truck Traffic: 5%, Features Intersected: I 71 NB, Facility Carried by Structure: I-71 NB
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.7m (35.1ft)
Structure Number: 2102374, Location: 3.95 MI S OF US36 (Lat: 40.209181, Lng: -82.930439), Route carried "under" structure: County highway T105, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 4,549 (year 2015), Truck Traffic: 5%, Features Intersected: I 71 NB, Facility Carried by Structure: I-71 NB
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.7m (35.1ft)
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Structure Number: 2102404, Location: 3.38 MI S OF US36 (Lat: 40.217561, Lng: -82.930350), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 86,381 (year 2016), Truck Traffic: 17%, Features Intersected: TR-104 (DUSTIN RD), Facility Carried by Structure: DUSTIN RD.
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 10.113, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 2102404, Location: 3.38 MI S OF US36 (Lat: 40.217561, Lng: -82.930350), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 86,381 (year 2016), Truck Traffic: 17%, Features Intersected: TR-104 (DUSTIN RD), Facility Carried by Structure: DUSTIN RD.
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 10.113, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 2102439, Location: 1.76 MI S OF US 36 (Lat: 40.240781, Lng: -82.929011), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 89,915 (year 2017), Truck Traffic: 23%, Features Intersected: CR72-CHESHIRE RD., Facility Carried by Structure: CHESHIRE RD.
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 12.730, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 2102439, Location: 1.76 MI S OF US 36 (Lat: 40.240781, Lng: -82.929011), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 89,915 (year 2017), Truck Traffic: 23%, Features Intersected: CR72-CHESHIRE RD., Facility Carried by Structure: CHESHIRE RD.
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 12.730, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)