Bridge Statistics for Harrisburg, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 315ft / 95.6mTotal length
- 262,478Total average daily traffic
- 62,741Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Harrisburg
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 31950-1959
- 81960-1969
- 11970-1979
- 11990-1999
- 22000-2009
- 22020-2022
- Bridge Condition - Deck
- 35.7%Excellent
- 28.6%Very good
- 28.6%Good
- 7.1%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Excellent
- 50.0%Very good
- 21.4%Good
- Bridge Condition - Substructure
- 28.6%Excellent
- 28.6%Very good
- 28.6%Good
- 14.3%Satisfactory
- Bridge Condition - Channel
- 11.1%Excellent
- 44.4%Very good
- 11.1%Good
- 22.2%Satisfactory
- 11.1%Serious
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Structure Number: 2502887, Location: 0.34 MI N OF PICKAWAY CO (Lat: 39.811281, Lng: -83.159350), Route carried "on" structure: US 62, Year Built: 1955, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 11,120 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 15,435 (year 2030), Design Load: HS 20, Features Intersected: BIG DARBY OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.2m (46.6ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2502887, Location: 0.34 MI N OF PICKAWAY CO (Lat: 39.811281, Lng: -83.159350), Route carried "on" structure: US 62, Year Built: 1955, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 11,120 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 15,435 (year 2030), Design Load: HS 20, Features Intersected: BIG DARBY OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.2m (46.6ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2502917, Location: 0.51 MI N OF PICKAWAY CO (Lat: 39.813000, Lng: -83.157161), Route carried "on" structure: US 62, Year Built: 1955, Status: Open, Structure Length: 7.54m (24.74ft), Average Daily Traffic: 11,120 (year 2010), Average Future Daily Traffic: 15,435 (year 2030), Design Load: HS 20, Features Intersected: BIG DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: 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 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, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2502917, Location: 0.51 MI N OF PICKAWAY CO (Lat: 39.813000, Lng: -83.157161), Route carried "on" structure: US 62, Year Built: 1955, Status: Open, Structure Length: 7.54m (24.74ft), Average Daily Traffic: 11,120 (year 2010), Average Future Daily Traffic: 15,435 (year 2030), Design Load: HS 20, Features Intersected: BIG DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: 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 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, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2506726, Location: 0.4 MI N OF PICKAWAY CO (Lat: 39.812831, Lng: -83.188661), Route carried "on" structure: County highway C0288, Year Built: 1964, Year Reconstructed: 2006, Status: Open, Structure Length: 11.41m (37.43ft), Average Daily Traffic: 196 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 272 (year 2037), Design Load: HS 20+Mod, Features Intersected: IR-71, Facility Carried by Structure: HARRISBURG-LONDON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.634, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2506726, Location: 0.4 MI N OF PICKAWAY CO (Lat: 39.812831, Lng: -83.188661), Route carried "on" structure: County highway C0288, Year Built: 1964, Year Reconstructed: 2006, Status: Open, Structure Length: 11.41m (37.43ft), Average Daily Traffic: 196 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 272 (year 2037), Design Load: HS 20+Mod, Features Intersected: IR-71, Facility Carried by Structure: HARRISBURG-LONDON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.634, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 250675, Location: 1.44 MI N OF PICKAWAY CO. (Lat: 39.820031, Lng: -83.171039), Route carried "on" structure: County highway C0003, Year Built: 1964, Year Reconstructed: 2006, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 2,033 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,822 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER FRA-71-0144, Facility Carried by Structure: HARRISBURG-GEORGSV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.250, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 250675, Location: 1.44 MI N OF PICKAWAY CO. (Lat: 39.820031, Lng: -83.171039), Route carried "on" structure: County highway C0003, Year Built: 1964, Year Reconstructed: 2006, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 2,033 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,822 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER FRA-71-0144, Facility Carried by Structure: HARRISBURG-GEORGSV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.250, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 2506786, Location: 1.53 MI N OF PICKAWAY CO. (Lat: 39.821181, Lng: -83.169781), Route carried "on" structure: Interstate 71, Year Built: 2020, Status: Open, Structure Length: 9.49m (31.14ft), Average Daily Traffic: 21,350 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 27,927 (year 2038), Design Load: HL 93, Features Intersected: Big Darby Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 52.5 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: 40.5 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, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2506786, Location: 1.53 MI N OF PICKAWAY CO. (Lat: 39.821181, Lng: -83.169781), Route carried "on" structure: Interstate 71, Year Built: 2020, Status: Open, Structure Length: 9.49m (31.14ft), Average Daily Traffic: 21,350 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 27,927 (year 2038), Design Load: HL 93, Features Intersected: Big Darby Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 52.5 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: 40.5 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, 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: Febuary 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: 2506816, Location: 1.53 MI N OF PICKAWAY CO. (Lat: 39.820931, Lng: -83.169589), Route carried "on" structure: Interstate 71, Year Built: 2020, Status: Open, Structure Length: 9.49m (31.14ft), Average Daily Traffic: 20,120 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 27,927 (year 2038), Design Load: HL 93, Features Intersected: Big Darby Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: 42.1 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, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2506816, Location: 1.53 MI N OF PICKAWAY CO. (Lat: 39.820931, Lng: -83.169589), Route carried "on" structure: Interstate 71, Year Built: 2020, Status: Open, Structure Length: 9.49m (31.14ft), Average Daily Traffic: 20,120 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 27,927 (year 2038), Design Load: HL 93, Features Intersected: Big Darby Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: 42.1 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, 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: Febuary 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: 2506874, Location: 2.38 MI N OF PICKAWAY CO (Lat: 39.824550, Lng: -83.154361), Route carried "on" structure: County highway C0291, Year Built: 1964, Year Reconstructed: 2006, Status: Open, Structure Length: 9.56m (31.36ft), Average Daily Traffic: 1,151 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,598 (year 2037), Design Load: HS 20+Mod, Features Intersected: IR-71, Facility Carried by Structure: CR 291 LAMBERT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.321, Lanes on structure: 2, Lanes under structure: 4, 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: 27.7m (90.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Excellent, 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2506874, Location: 2.38 MI N OF PICKAWAY CO (Lat: 39.824550, Lng: -83.154361), Route carried "on" structure: County highway C0291, Year Built: 1964, Year Reconstructed: 2006, Status: Open, Structure Length: 9.56m (31.36ft), Average Daily Traffic: 1,151 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,598 (year 2037), Design Load: HS 20+Mod, Features Intersected: IR-71, Facility Carried by Structure: CR 291 LAMBERT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.321, Lanes on structure: 2, Lanes under structure: 4, 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: 27.7m (90.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Excellent, 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 2531046, Location: 750' N. OF GAY RD. (Lat: 39.825050, Lng: -83.171250), Route carried "on" structure: County highway C0003, Year Built: 2007, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,210 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 3,067 (year 2035), Design Load: HS 20+Mod, Features Intersected: SMITH CO DI(HARRIS-GEORG, Facility Carried by Structure: HARRISBURG-GEORGES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 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, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2531046, Location: 750' N. OF GAY RD. (Lat: 39.825050, Lng: -83.171250), Route carried "on" structure: County highway C0003, Year Built: 2007, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,210 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 3,067 (year 2035), Design Load: HS 20+Mod, Features Intersected: SMITH CO DI(HARRIS-GEORG, Facility Carried by Structure: HARRISBURG-GEORGES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 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, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 253298, Location: 1.3 MI NORTH OF U.S. 62 (Lat: 39.829311, Lng: -83.159881), Route carried "on" structure: County highway C0291, Year Built: 1975, Year Reconstructed: 2008, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 639 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 887 (year 2035), Design Load: HS 20+Mod, Features Intersected: HELLBRANCH RUN(LAMBERT), Facility Carried by Structure: LAMBERT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 253298, Location: 1.3 MI NORTH OF U.S. 62 (Lat: 39.829311, Lng: -83.159881), Route carried "on" structure: County highway C0291, Year Built: 1975, Year Reconstructed: 2008, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 639 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 887 (year 2035), Design Load: HS 20+Mod, Features Intersected: HELLBRANCH RUN(LAMBERT), Facility Carried by Structure: LAMBERT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2565226, Location: BRANCH OF BIG DARBY CREEK (Lat: 39.808511, Lng: -83.162761), Route carried "on" structure: ServiceOther road 3, Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 139 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH OF BIG DARBY CREE, Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber
Structure Number: 2565226, Location: BRANCH OF BIG DARBY CREEK (Lat: 39.808511, Lng: -83.162761), Route carried "on" structure: ServiceOther road 3, Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 139 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH OF BIG DARBY CREE, Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber
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Structure Number: 650171, Location: 0.13 MI N OF SR762 (Lat: 39.807250, Lng: -83.169769), Route carried "on" structure: US 62, Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10,275 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 14,262 (year 2035), Design Load: HS 20, Features Intersected: SPRINGWATER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.893, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Serious, 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 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 650171, Location: 0.13 MI N OF SR762 (Lat: 39.807250, Lng: -83.169769), Route carried "on" structure: US 62, Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10,275 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 14,262 (year 2035), Design Load: HS 20, Features Intersected: SPRINGWATER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.893, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Serious, 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 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6501893, Location: 2.78 MI N OF MADISON CO. (Lat: 39.807011, Lng: -83.201361), Route carried "on" structure: County highway T0160, Year Built: 1964, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 494 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 55,852 (year 2035), Design Load: H 15, Features Intersected: IR 71, Facility Carried by Structure: CARSON RD. (CR-3)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6501893, Location: 2.78 MI N OF MADISON CO. (Lat: 39.807011, Lng: -83.201361), Route carried "on" structure: County highway T0160, Year Built: 1964, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 494 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 55,852 (year 2035), Design Load: H 15, Features Intersected: IR 71, Facility Carried by Structure: CARSON RD. (CR-3)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6503764, Location: 0.33 MI E OF US62 (Lat: 39.802569, Lng: -83.169689), Route carried "on" structure: State highway 762, Year Built: 1885, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 2,357 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,272 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, 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: 31.1m (102.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6503764, Location: 0.33 MI E OF US62 (Lat: 39.802569, Lng: -83.169689), Route carried "on" structure: State highway 762, Year Built: 1885, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 2,357 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 3,272 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, 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: 31.1m (102.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: 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: December 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: 6531326, Location: INTERSECTION OF DARBY CRK (Lat: 39.808300, Lng: -83.172181), Route carried "on" structure: County highway C0501, Year Built: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,632 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,265 (year 2035), Design Load: HS 20, Features Intersected: SPRINGWATER RUN, Facility Carried by Structure: HARRISBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6531326, Location: INTERSECTION OF DARBY CRK (Lat: 39.808300, Lng: -83.172181), Route carried "on" structure: County highway C0501, Year Built: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,632 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,265 (year 2035), Design Load: HS 20, Features Intersected: SPRINGWATER RUN, Facility Carried by Structure: HARRISBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2506726, Location: 0.4 MI N OF PICKAWAY CO (Lat: 39.812831, Lng: -83.188661), Route carried "under" structure: Interstate 71, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 45,814 (year 2017), Truck Traffic: 32%, Features Intersected: HARRISBURG LONDON RD, Facility Carried by Structure: HARRISBURG-LONDON
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 2506726, Location: 0.4 MI N OF PICKAWAY CO (Lat: 39.812831, Lng: -83.188661), Route carried "under" structure: Interstate 71, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 45,814 (year 2017), Truck Traffic: 32%, Features Intersected: HARRISBURG LONDON RD, Facility Carried by Structure: HARRISBURG-LONDON
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 250675, Location: 1.44 MI N OF PICKAWAY CO. (Lat: 39.820031, Lng: -83.171039), Route carried "under" structure: Interstate 71, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 45,814 (year 2017), Truck Traffic: 32%, Features Intersected: HARRISBURG-GEORGSVIL, Facility Carried by Structure: HARRISBURG-GEORGSV
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.321, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 250675, Location: 1.44 MI N OF PICKAWAY CO. (Lat: 39.820031, Lng: -83.171039), Route carried "under" structure: Interstate 71, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 45,814 (year 2017), Truck Traffic: 32%, Features Intersected: HARRISBURG-GEORGSVIL, Facility Carried by Structure: HARRISBURG-GEORGSV
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.321, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
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Structure Number: 2506874, Location: 2.38 MI N OF PICKAWAY CO (Lat: 39.824550, Lng: -83.154361), Route carried "under" structure: Interstate 71, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 45,814 (year 2017), Truck Traffic: 32%, Features Intersected: CR-291 LAMBERT RD, Facility Carried by Structure: CR 291 LAMBERT RD
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 3.832, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 2506874, Location: 2.38 MI N OF PICKAWAY CO (Lat: 39.824550, Lng: -83.154361), Route carried "under" structure: Interstate 71, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 45,814 (year 2017), Truck Traffic: 32%, Features Intersected: CR-291 LAMBERT RD, Facility Carried by Structure: CR 291 LAMBERT RD
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 3.832, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 6501893, Location: 2.78 MI N OF MADISON CO. (Lat: 39.807011, Lng: -83.201361), Route carried "under" structure: Interstate 71, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 40,239 (year 2015), Truck Traffic: 21%, Features Intersected: UNDER CARSON RD. CR 3, Facility Carried by Structure: CARSON RD. (CR-3)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 4.474, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 6501893, Location: 2.78 MI N OF MADISON CO. (Lat: 39.807011, Lng: -83.201361), Route carried "under" structure: Interstate 71, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 40,239 (year 2015), Truck Traffic: 21%, Features Intersected: UNDER CARSON RD. CR 3, Facility Carried by Structure: CARSON RD. (CR-3)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 4.474, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)