Bridge Statistics for Yorkville, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 66ft / 20.1mTotal length
- 60,270Total average daily traffic
- 6,786Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Yorkville
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 71970-1979
- 21990-1999
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- 20.0%Poor
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Structure Number: 7008, Location: 1.24 MI S OF JEF CO LINE (Lat: 40.139561, Lng: -80.713261), Route carried "on" structure: County highway 80470, Year Built: 1976, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,705 (year 2035), Design Load: HS 20, Features Intersected: SR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7008, Location: 1.24 MI S OF JEF CO LINE (Lat: 40.139561, Lng: -80.713261), Route carried "on" structure: County highway 80470, Year Built: 1976, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,705 (year 2035), Design Load: HS 20, Features Intersected: SR 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 700827, Location: 0.53 MI.S.OF JEF.CO.LINE (Lat: 40.149861, Lng: -80.712831), Route carried "on" structure: State highway 7, Year Built: 1976, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 18,497 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 25,674 (year 2035), Design Load: HS 20+Mod, Features Intersected: DEEP RUN AND CO RD 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.698, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 700827, Location: 0.53 MI.S.OF JEF.CO.LINE (Lat: 40.149861, Lng: -80.712831), Route carried "on" structure: State highway 7, Year Built: 1976, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 18,497 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 25,674 (year 2035), Design Load: HS 20+Mod, Features Intersected: DEEP RUN AND CO RD 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.698, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 734268, Location: 0.5 MI W OF JCT SR 7 (Lat: 40.151400, Lng: -80.716461), Route carried "on" structure: County highway T1074, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20, Features Intersected: DEEP RUN, Facility Carried by Structure: TR 1074
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 734268, Location: 0.5 MI W OF JCT SR 7 (Lat: 40.151400, Lng: -80.716461), Route carried "on" structure: County highway T1074, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20, Features Intersected: DEEP RUN, Facility Carried by Structure: TR 1074
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 734314, Location: 0.01 MI S OF JCT CH 2 (Lat: 40.150881, Lng: -80.715250), Route carried "on" structure: County highway T1076, Year Built: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20, Features Intersected: DEEP RUN, Facility Carried by Structure: T 1076
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 734314, Location: 0.01 MI S OF JCT CH 2 (Lat: 40.150881, Lng: -80.715250), Route carried "on" structure: County highway T1076, Year Built: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20, Features Intersected: DEEP RUN, Facility Carried by Structure: T 1076
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 760501, Location: JCT CR2 & MARKET ST. (Lat: 40.150050, Lng: -80.711811), Route carried "on" structure: County highway MUN02, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 378 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 525 (year 2035), Design Load: HS 20, Features Intersected: DEEP RUN EXT.OF CH2, Facility Carried by Structure: CR2 DEEP RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021
Structure Number: 760501, Location: JCT CR2 & MARKET ST. (Lat: 40.150050, Lng: -80.711811), Route carried "on" structure: County highway MUN02, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 378 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 525 (year 2035), Design Load: HS 20, Features Intersected: DEEP RUN EXT.OF CH2, Facility Carried by Structure: CR2 DEEP RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021
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Structure Number: 4100018, Location: 2.22 M S OF SR 150A (Lat: 40.159631, Lng: -80.709239), Route carried "on" structure: State highway 7, Year Built: 1976, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 14,389 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 19,972 (year 2035), Design Load: HS 20, Features Intersected: PUBLIC ROAD ST CO RD 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4100018, Location: 2.22 M S OF SR 150A (Lat: 40.159631, Lng: -80.709239), Route carried "on" structure: State highway 7, Year Built: 1976, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 14,389 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 19,972 (year 2035), Design Load: HS 20, Features Intersected: PUBLIC ROAD ST CO RD 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4133269, Location: E. OF INT WITH CR1 (Lat: 40.162469, Lng: -80.741189), Route carried "on" structure: County highway C0002, Year Built: 1950, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 783 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,087 (year 2035), Design Load: HL 93, Features Intersected: LITTLE SHORT CREEK, Facility Carried by Structure: CR2 PUBLIC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 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: 22.7 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4133269, Location: E. OF INT WITH CR1 (Lat: 40.162469, Lng: -80.741189), Route carried "on" structure: County highway C0002, Year Built: 1950, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 783 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,087 (year 2035), Design Load: HL 93, Features Intersected: LITTLE SHORT CREEK, Facility Carried by Structure: CR2 PUBLIC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 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: 22.7 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7008, Location: 1.24 MI S OF JEF CO LINE (Lat: 40.139561, Lng: -80.713261), Route carried "under" structure: State highway 7, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 18,885 (year 2016), Truck Traffic: 11%, Features Intersected: PICOMA ST TR-80470
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 40.547, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 7008, Location: 1.24 MI S OF JEF CO LINE (Lat: 40.139561, Lng: -80.713261), Route carried "under" structure: State highway 7, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 18,885 (year 2016), Truck Traffic: 11%, Features Intersected: PICOMA ST TR-80470
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 40.547, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 700827, Location: 0.53 MI.S.OF JEF.CO.LINE (Lat: 40.149861, Lng: -80.712831), Route carried "under" structure: County highway C0002, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 378 (year 2015), Truck Traffic: 3%, Features Intersected: SR 7, Facility Carried by Structure: S.R.7
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 700827, Location: 0.53 MI.S.OF JEF.CO.LINE (Lat: 40.149861, Lng: -80.712831), Route carried "under" structure: County highway C0002, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 378 (year 2015), Truck Traffic: 3%, Features Intersected: SR 7, Facility Carried by Structure: S.R.7
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 4100018, Location: 2.22 M S OF SR 150A (Lat: 40.159631, Lng: -80.709239), Route carried "under" structure: County highway PUBRD, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 2,421 (year 2015), Truck Traffic: 3%, Features Intersected: SR7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 4100018, Location: 2.22 M S OF SR 150A (Lat: 40.159631, Lng: -80.709239), Route carried "under" structure: County highway PUBRD, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 2,421 (year 2015), Truck Traffic: 3%, Features Intersected: SR7, Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)