Bridge Statistics for Moscow, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 85ft / 25.5mTotal length
- 29,401Total average daily traffic
- 1,779Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Moscow
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11970-1979
- 71980-1989
- 12000-2009
- Bridge Condition - Deck
- 25.0%Very good
- 37.5%Good
- 37.5%Satisfactory
- Bridge Condition - Superstructure
- 37.5%Very good
- 25.0%Good
- 25.0%Satisfactory
- 12.5%Poor
- Bridge Condition - Substructure
- 37.5%Very good
- 25.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 14.3%Excellent
- 28.6%Very good
- 57.1%Good
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Structure Number: 1301748, Location: 0.17 MI W OF MOSCOW CORP (Lat: 38.867131, Lng: -84.224000), Route carried "on" structure: US 52, Year Built: 1931, Year Reconstructed: 1979, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,518 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 4,883 (year 2035), Design Load: HS 20, Features Intersected: LITTLE INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.747, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.5 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1301748, Location: 0.17 MI W OF MOSCOW CORP (Lat: 38.867131, Lng: -84.224000), Route carried "on" structure: US 52, Year Built: 1931, Year Reconstructed: 1979, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,518 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 4,883 (year 2035), Design Load: HS 20, Features Intersected: LITTLE INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.747, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.5 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1301756, Location: .2 MI W OF MOSCOW (Lat: 38.867850, Lng: -84.224119), Route carried "on" structure: ServiceOther road PRIVA, Year Built: 1989, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 16,120 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 22,375 (year 2026), Design Load: HS 20+Mod, Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Owner: Private, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1301756, Location: .2 MI W OF MOSCOW (Lat: 38.867850, Lng: -84.224119), Route carried "on" structure: ServiceOther road PRIVA, Year Built: 1989, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 16,120 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 22,375 (year 2026), Design Load: HS 20+Mod, Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Owner: Private, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1301802, Location: 0.08 MI E OF SR 743 JCT (Lat: 38.851300, Lng: -84.223889), Route carried "on" structure: US 52, Year Built: 1927, Year Reconstructed: 1979, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,971 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,736 (year 2035), Design Load: HS 20, Features Intersected: RAY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.501, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: 58.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than 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
Structure Number: 1301802, Location: 0.08 MI E OF SR 743 JCT (Lat: 38.851300, Lng: -84.223889), Route carried "on" structure: US 52, Year Built: 1927, Year Reconstructed: 1979, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,971 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,736 (year 2035), Design Load: HS 20, Features Intersected: RAY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.501, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: 58.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than 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
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Structure Number: 1301829, Location: .8 MI E OF JCT SR743 (Lat: 38.840531, Lng: -84.222861), Route carried "on" structure: US 52, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,971 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,736 (year 2035), Design Load: HS 20+Mod, Features Intersected: OPOSSUM HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.692, Lanes on structure: 2, Base Highway Network: Yes, 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1301829, Location: .8 MI E OF JCT SR743 (Lat: 38.840531, Lng: -84.222861), Route carried "on" structure: US 52, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,971 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,736 (year 2035), Design Load: HS 20+Mod, Features Intersected: OPOSSUM HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.692, Lanes on structure: 2, Base Highway Network: Yes, 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1304852, Location: .08 MI E TR-25 BROWN RD (Lat: 38.857939, Lng: -84.188731), Route carried "on" structure: Business Other road HAULR, Year Built: 1989, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 610 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 847 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 743, Facility Carried by Structure: HAUL RD - PRIVATE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.707, Lanes on structure: 2, Lanes under structure: 2, Owner: Private, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: 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: Equal to present desirable criteria, Underclear: Better than present minimum 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: Integral Concrete
Structure Number: 1304852, Location: .08 MI E TR-25 BROWN RD (Lat: 38.857939, Lng: -84.188731), Route carried "on" structure: Business Other road HAULR, Year Built: 1989, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 610 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 847 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 743, Facility Carried by Structure: HAUL RD - PRIVATE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.707, Lanes on structure: 2, Lanes under structure: 2, Owner: Private, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: 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: Equal to present desirable criteria, Underclear: Better than present minimum 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: Integral Concrete
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Structure Number: 1333453, Location: .6 MI E OF INT SR52 (Lat: 38.869061, Lng: -84.214469), Route carried "on" structure: County highway C0065, Year Built: 2004, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 133 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 185 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE INDIAN, Facility Carried by Structure: Laurel Moscow Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Excellent, Culverts: 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 desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1333453, Location: .6 MI E OF INT SR52 (Lat: 38.869061, Lng: -84.214469), Route carried "on" structure: County highway C0065, Year Built: 2004, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 133 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 185 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE INDIAN, Facility Carried by Structure: Laurel Moscow Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Excellent, Culverts: 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 desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1358537, Location: Moscow Spur Road (Lat: 38.855939, Lng: -84.225050), Route carried "on" structure: County highway C0086, Year Built: 1933, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2035), Design Load: HS 20, Features Intersected: DRY RUN, Facility Carried by Structure: Moscow Spur Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 13.0 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1358537, Location: Moscow Spur Road (Lat: 38.855939, Lng: -84.225050), Route carried "on" structure: County highway C0086, Year Built: 1933, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2035), Design Load: HS 20, Features Intersected: DRY RUN, Facility Carried by Structure: Moscow Spur Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 13.0 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1358979, Location: Laurel Moscow Road (Lat: 38.868469, Lng: -84.215350), Route carried "on" structure: County highway C0065, Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 133 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 185 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE INDIAN CREEK, Facility Carried by Structure: Laurel Moscow Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: 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 minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1358979, Location: Laurel Moscow Road (Lat: 38.868469, Lng: -84.215350), Route carried "on" structure: County highway C0065, Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 133 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 185 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE INDIAN CREEK, Facility Carried by Structure: Laurel Moscow Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: 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 minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1359983, Location: 0.47 mile E of US52 (Lat: 38.868369, Lng: -84.216189), Route carried "on" structure: Other road Haul, Year Built: 1989, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 20 (year 2013), Truck Traffic: 50%, Average Future Daily Traffic: 28 (year 2033), Design Load: HS 20, Features Intersected: CR0065
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 4, Lanes under structure: 2, Owner: Private, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1359983, Location: 0.47 mile E of US52 (Lat: 38.868369, Lng: -84.216189), Route carried "on" structure: Other road Haul, Year Built: 1989, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 20 (year 2013), Truck Traffic: 50%, Average Future Daily Traffic: 28 (year 2033), Design Load: HS 20, Features Intersected: CR0065
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 4, Lanes under structure: 2, Owner: Private, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1301756, Location: .2 MI W OF MOSCOW (Lat: 38.867850, Lng: -84.224119), Route carried "under" structure: US 52, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 3,631 (year 2016), Truck Traffic: 9%, Features Intersected: PRIV DR AT ZIMMER PWR PL, Facility Carried by Structure: PRIVATE DR - HAUL
Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 19.666, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 1301756, Location: .2 MI W OF MOSCOW (Lat: 38.867850, Lng: -84.224119), Route carried "under" structure: US 52, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 3,631 (year 2016), Truck Traffic: 9%, Features Intersected: PRIV DR AT ZIMMER PWR PL, Facility Carried by Structure: PRIVATE DR - HAUL
Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 19.666, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 1304852, Location: .08 MI E TR-25 BROWN RD (Lat: 38.857939, Lng: -84.188731), Route carried "under" structure: State highway 743, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 684 (year 2016), Truck Traffic: 4%, Features Intersected: HAUL RD - PRIVATE, Facility Carried by Structure: HAUL RD - PRIVATE
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 3.975, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1304852, Location: .08 MI E TR-25 BROWN RD (Lat: 38.857939, Lng: -84.188731), Route carried "under" structure: State highway 743, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 684 (year 2016), Truck Traffic: 4%, Features Intersected: HAUL RD - PRIVATE, Facility Carried by Structure: HAUL RD - PRIVATE
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 3.975, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 1359983, Location: 0.47 mile E of US52 (Lat: 38.868369, Lng: -84.216189), Route carried "under" structure: County highway C0065, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 133 (year 2015), Truck Traffic: 8%, Features Intersected: HAUL ROAD, Facility Carried by Structure: Haul Rd
Minimum Vertical Clearance: 8.08m (26.51ft), Kilometerpoint: 0.756, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 1359983, Location: 0.47 mile E of US52 (Lat: 38.868369, Lng: -84.216189), Route carried "under" structure: County highway C0065, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 133 (year 2015), Truck Traffic: 8%, Features Intersected: HAUL ROAD, Facility Carried by Structure: Haul Rd
Minimum Vertical Clearance: 8.08m (26.51ft), Kilometerpoint: 0.756, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)