Bridge Statistics for Pleasant Run, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 72ft / 22.4mTotal length
- 115,953Total average daily traffic
- 10,900Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pleasant Run
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 51970-1979
- 31980-1989
- 11990-1999
- Bridge Condition - Deck
- 42.9%Very good
- 14.3%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 57.1%Very good
- 14.3%Good
- 28.6%Satisfactory
- Bridge Condition - Substructure
- 42.9%Very good
- 28.6%Good
- 28.6%Satisfactory
- Bridge Condition - Channel
- 37.5%Very good
- 62.5%Good
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Structure Number: 311667, Location: .6 MI W OF US (Lat: 39.278969, Lng: -84.573261), Route carried "on" structure: County highway C0090, Year Built: 1971, Status: Open, Structure Length: 11.46m (37.60ft), Average Daily Traffic: 13,665 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 101,951 (year 2035), Design Load: H 15, Features Intersected: I275, Facility Carried by Structure: PIPPIN RD C90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.467, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 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, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
Structure Number: 311667, Location: .6 MI W OF US (Lat: 39.278969, Lng: -84.573261), Route carried "on" structure: County highway C0090, Year Built: 1971, Status: Open, Structure Length: 11.46m (37.60ft), Average Daily Traffic: 13,665 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 101,951 (year 2035), Design Load: H 15, Features Intersected: I275, Facility Carried by Structure: PIPPIN RD C90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.467, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 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, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
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Structure Number: 3130673, Location: 1.21 Mi N of Colerain Ave (Lat: 39.288239, Lng: -84.595439), Route carried "on" structure: County highway C0069, Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HS 20+Mod, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: 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: 55.1 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021
Structure Number: 3130673, Location: 1.21 Mi N of Colerain Ave (Lat: 39.288239, Lng: -84.595439), Route carried "on" structure: County highway C0069, Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HS 20+Mod, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: 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: 55.1 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021
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Structure Number: 3130703, Location: 1.49 Mi N of Colerain Ave (Lat: 39.291639, Lng: -84.592839), Route carried "on" structure: County highway C0069, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HL 93, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 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: High priority of replacement, 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: 3130703, Location: 1.49 Mi N of Colerain Ave (Lat: 39.291639, Lng: -84.592839), Route carried "on" structure: County highway C0069, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HL 93, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 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: High priority of replacement, 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: 3130738, Location: 1.84 Mi N of Colerain Ave (Lat: 39.296111, Lng: -84.593700), Route carried "on" structure: County highway C0069, Year Built: 1970, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HL 93, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.6 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: 46.7 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: High priority of replacement, 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: 3130738, Location: 1.84 Mi N of Colerain Ave (Lat: 39.296111, Lng: -84.593700), Route carried "on" structure: County highway C0069, Year Built: 1970, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HL 93, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.6 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: 46.7 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: High priority of replacement, 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: 3130746, Location: 1.94 Mi N of Colerain Ave (Lat: 39.297519, Lng: -84.594239), Route carried "on" structure: County highway C0069, Year Built: 1900, Year Reconstructed: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HS 20+Mod, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 71.3 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 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: April 2021
Structure Number: 3130746, Location: 1.94 Mi N of Colerain Ave (Lat: 39.297519, Lng: -84.594239), Route carried "on" structure: County highway C0069, Year Built: 1900, Year Reconstructed: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HS 20+Mod, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 71.3 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 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: April 2021
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Structure Number: 3133265, Location: 2.02 MI W OF US 127 (Lat: 39.300000, Lng: -84.598331), Route carried "on" structure: County highway CO266, Year Built: 1989, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 7,737 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 10,739 (year 2035), Design Load: HL 93, Features Intersected: BANKLICK CREEK, Facility Carried by Structure: W. KEMPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 79.2m (259.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.1 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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3133265, Location: 2.02 MI W OF US 127 (Lat: 39.300000, Lng: -84.598331), Route carried "on" structure: County highway CO266, Year Built: 1989, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 7,737 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 10,739 (year 2035), Design Load: HL 93, Features Intersected: BANKLICK CREEK, Facility Carried by Structure: W. KEMPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 79.2m (259.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.1 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: 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: 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: 3133273, Location: 3.2 MI E BUT-HAM CO LINE (Lat: 39.297881, Lng: -84.593669), Route carried "on" structure: County highway C0266, Year Built: 1985, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 7,737 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 10,739 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIBUTARY BANKLICK CREE, Facility Carried by Structure: W. KEMPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.198, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 64.2 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: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3133273, Location: 3.2 MI E BUT-HAM CO LINE (Lat: 39.297881, Lng: -84.593669), Route carried "on" structure: County highway C0266, Year Built: 1985, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 7,737 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 10,739 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIBUTARY BANKLICK CREE, Facility Carried by Structure: W. KEMPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.198, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 64.2 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: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3134261, Location: 1.33 Mi N of Colerain Ave (Lat: 39.289689, Lng: -84.593800), Route carried "on" structure: County highway C0069, Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HL 93, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.5 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: 68.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3134261, Location: 1.33 Mi N of Colerain Ave (Lat: 39.289689, Lng: -84.593800), Route carried "on" structure: County highway C0069, Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HL 93, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.5 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: 68.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3134512, Location: 1.56 Mi N of Colerain Ave (Lat: 39.292550, Lng: -84.593089), Route carried "on" structure: County highway 69, Year Built: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HS 20+Mod, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3134512, Location: 1.56 Mi N of Colerain Ave (Lat: 39.292550, Lng: -84.593089), Route carried "on" structure: County highway 69, Year Built: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HS 20+Mod, Features Intersected: Banklick Creek Tributary, Facility Carried by Structure: Bank Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 311667, Location: .6 MI W OF US (Lat: 39.278969, Lng: -84.573261), Route carried "under" structure: Interstate 275, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 73,452 (year 2015), Truck Traffic: 12%, Features Intersected: CR 90(PIPPIN ROAD), Facility Carried by Structure: PIPPIN RD C90
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 29.274, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 311667, Location: .6 MI W OF US (Lat: 39.278969, Lng: -84.573261), Route carried "under" structure: Interstate 275, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 73,452 (year 2015), Truck Traffic: 12%, Features Intersected: CR 90(PIPPIN ROAD), Facility Carried by Structure: PIPPIN RD C90
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 29.274, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)