Bridge Statistics for Jacksonburg, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 92ft / 27.6mTotal length
- $695,000Total costs
- 42,336Total average daily traffic
- 2,474Total average daily truck traffic
- 74,626Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Jacksonburg
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 21970-1979
- 31980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 55.6%Good
- 11.1%Satisfactory
- 22.2%Poor
- Bridge Condition - Superstructure
- 11.1%Very good
- 33.3%Good
- 22.2%Satisfactory
- 22.2%Fair
- 11.1%Serious
- Bridge Condition - Substructure
- 22.2%Very good
- 55.6%Good
- 11.1%Satisfactory
- 11.1%Poor
- Bridge Condition - Channel
- 9.1%Excellent
- 27.3%Very good
- 27.3%Good
- 36.4%Satisfactory
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Structure Number: 902055, Location: 0.76 MI E OF BUT/PRE LINE (Lat: 39.558761, Lng: -84.486581), Route carried "on" structure: State highway 122, Year Built: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,552 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 4,930 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIBUTARY ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 902055, Location: 0.76 MI E OF BUT/PRE LINE (Lat: 39.558761, Lng: -84.486581), Route carried "on" structure: State highway 122, Year Built: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,552 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 4,930 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIBUTARY ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 902128, Location: 0.67 MI E OF SR 744 JCT (Lat: 39.539031, Lng: -84.463719), Route carried "on" structure: State highway 122, Year Built: 1983, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 6,910 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 9,591 (year 2035), Design Load: HS 20+Mod, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 902128, Location: 0.67 MI E OF SR 744 JCT (Lat: 39.539031, Lng: -84.463719), Route carried "on" structure: State highway 122, Year Built: 1983, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 6,910 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 9,591 (year 2035), Design Load: HS 20+Mod, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 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: 930002, Location: 0.02 Mi W of W. Alex. Rd (Lat: 39.573450, Lng: -84.470911), Route carried "on" structure: County highway T0008, Year Built: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 890 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,104 (year 2040), Design Load: HL 93, Features Intersected: Branch of Elk Creek, Facility Carried by Structure: Strebee Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Total Project Cost: $695,000
Structure Number: 930002, Location: 0.02 Mi W of W. Alex. Rd (Lat: 39.573450, Lng: -84.470911), Route carried "on" structure: County highway T0008, Year Built: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 890 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,104 (year 2040), Design Load: HL 93, Features Intersected: Branch of Elk Creek, Facility Carried by Structure: Strebee Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Total Project Cost: $695,000
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Structure Number: 930288, Location: .7 MI N OF SR 122 (Lat: 39.549311, Lng: -84.469269), Route carried "on" structure: County highway C0077, Year Built: 1961, Year Reconstructed: 2020, Status: Posted for load-capacity, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 675 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 937 (year 2035), Features Intersected: ELK CREEK BRANCH, Facility Carried by Structure: ELK CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 930288, Location: .7 MI N OF SR 122 (Lat: 39.549311, Lng: -84.469269), Route carried "on" structure: County highway C0077, Year Built: 1961, Year Reconstructed: 2020, Status: Posted for load-capacity, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 675 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 937 (year 2035), Features Intersected: ELK CREEK BRANCH, Facility Carried by Structure: ELK CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 933627, Location: 1.2 MI N OF SR 744 (Lat: 39.562411, Lng: -84.518850), Route carried "on" structure: County highway T0072, Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 797 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2038), Design Load: HS 15, Features Intersected: ELK CREEK BRANCH, Facility Carried by Structure: SHURZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 933627, Location: 1.2 MI N OF SR 744 (Lat: 39.562411, Lng: -84.518850), Route carried "on" structure: County highway T0072, Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 797 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2038), Design Load: HS 15, Features Intersected: ELK CREEK BRANCH, Facility Carried by Structure: SHURZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 933635, Location: 0.1 MI N OF MILL RD (Lat: 39.563800, Lng: -84.520211), Route carried "on" structure: County highway T0072, Year Built: 1971, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 330 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 16,453 (year 2038), Design Load: HS 15, Features Intersected: ELK CREEK, Facility Carried by Structure: SHURZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Excellent, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) 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 desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 933635, Location: 0.1 MI N OF MILL RD (Lat: 39.563800, Lng: -84.520211), Route carried "on" structure: County highway T0072, Year Built: 1971, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 330 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 16,453 (year 2038), Design Load: HS 15, Features Intersected: ELK CREEK, Facility Carried by Structure: SHURZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Excellent, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) 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 desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 934909, Location: 1.2 MI S OF SR 744 (Lat: 39.521581, Lng: -84.504331), Route carried "on" structure: County highway C0024, Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 23,749 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 32,964 (year 2038), Design Load: HS 20, Features Intersected: DRY RUN ELK CREEK, Facility Carried by Structure: JACKSONBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: 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: 68.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 934909, Location: 1.2 MI S OF SR 744 (Lat: 39.521581, Lng: -84.504331), Route carried "on" structure: County highway C0024, Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 23,749 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 32,964 (year 2038), Design Load: HS 20, Features Intersected: DRY RUN ELK CREEK, Facility Carried by Structure: JACKSONBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: 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: 68.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 935603, Location: 0.6 MI. N. OF CR 77 (Lat: 39.567089, Lng: -84.470881), Route carried "on" structure: County highway T0078, Year Built: 1996, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,512 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,099 (year 2038), Design Load: HS 20+Mod, Features Intersected: ELK CREEK BRANCH, Facility Carried by Structure: WEST ALEXANDRIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.263, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Bituminous
Structure Number: 935603, Location: 0.6 MI. N. OF CR 77 (Lat: 39.567089, Lng: -84.470881), Route carried "on" structure: County highway T0078, Year Built: 1996, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,512 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,099 (year 2038), Design Load: HS 20+Mod, Features Intersected: ELK CREEK BRANCH, Facility Carried by Structure: WEST ALEXANDRIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.263, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Bituminous
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Structure Number: 935611, Location: 0.7 MI. N. OF CR 77 (Lat: 39.568561, Lng: -84.470789), Route carried "on" structure: County highway T0078, Year Built: 1996, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 721 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,001 (year 2038), Design Load: HS 20+Mod, Features Intersected: ELK CREEK BRANCH, Facility Carried by Structure: WEST ALEXANDRIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.423, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: 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: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 935611, Location: 0.7 MI. N. OF CR 77 (Lat: 39.568561, Lng: -84.470789), Route carried "on" structure: County highway T0078, Year Built: 1996, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 721 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,001 (year 2038), Design Load: HS 20+Mod, Features Intersected: ELK CREEK BRANCH, Facility Carried by Structure: WEST ALEXANDRIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.423, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: 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: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 936642, Location: .6 MI W OF JACSONBURG RD (Lat: 39.523839, Lng: -84.516400), Route carried "on" structure: County highway 70, Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 310 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 430 (year 2031), Design Load: HS 20+Mod, Features Intersected: DRY RUN, Facility Carried by Structure: TOLBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.421, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 936642, Location: .6 MI W OF JACSONBURG RD (Lat: 39.523839, Lng: -84.516400), Route carried "on" structure: County highway 70, Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 310 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 430 (year 2031), Design Load: HS 20+Mod, Features Intersected: DRY RUN, Facility Carried by Structure: TOLBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.421, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 6802249, Location: .2 MI W OF BUT CO LINE (Lat: 39.571031, Lng: -84.495531), Route carried "on" structure: State highway 122, Year Built: 1983, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 2,890 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 4,011 (year 2035), Design Load: HS 20+Mod, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.204, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6802249, Location: .2 MI W OF BUT CO LINE (Lat: 39.571031, Lng: -84.495531), Route carried "on" structure: State highway 122, Year Built: 1983, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 2,890 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 4,011 (year 2035), Design Load: HS 20+Mod, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.204, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous