Bridge Statistics for Heath, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 174ft / 53.5mTotal length
- $508,000Total costs
- 66,550Total average daily traffic
- 3,938Total average daily truck traffic
- 92,371Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Heath
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 21970-1979
- 31980-1989
- 51990-1999
- 32000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 18.8%Excellent
- 31.3%Very good
- 25.0%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 16.7%Excellent
- 33.3%Very good
- 27.8%Good
- 16.7%Satisfactory
- 5.6%Poor
- Bridge Condition - Substructure
- 11.1%Excellent
- 27.8%Very good
- 33.3%Good
- 22.2%Satisfactory
- 5.6%Poor
- Bridge Condition - Channel
- 21.1%Very good
- 21.1%Good
- 47.4%Satisfactory
- 10.5%Fair
- Bridge Condition - Culverts
- 50.0%Excellent
- 50.0%Satisfactory
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Structure Number: 4500105, Location: 4 MILE N OF JCT I-70 (Lat: 39.994489, Lng: -82.405131), Route carried "on" structure: State highway 13, Year Built: 1998, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 8,966 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 12,445 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 13 OVER DUTCH FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4500105, Location: 4 MILE N OF JCT I-70 (Lat: 39.994489, Lng: -82.405131), Route carried "on" structure: State highway 13, Year Built: 1998, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 8,966 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 12,445 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 13 OVER DUTCH FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4504895, Location: 4.7 M N OF JCT US 40 (Lat: 40.018411, Lng: -82.450339), Route carried "on" structure: State highway 79, Year Built: 1962, Year Reconstructed: 2004, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 27,672 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 38,409 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR79 OVER RAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.608, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4504895, Location: 4.7 M N OF JCT US 40 (Lat: 40.018411, Lng: -82.450339), Route carried "on" structure: State highway 79, Year Built: 1962, Year Reconstructed: 2004, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 27,672 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 38,409 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR79 OVER RAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.608, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4531787, Location: 130 Ft W of Franks Rd (Lat: 40.014811, Lng: -82.351250), Route carried "on" structure: County highway C0314, Year Built: 1996, Status: Posted for load, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2035), Design Load: HS 20, Features Intersected: Claylick Creek, Facility Carried by Structure: Blue Jay Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4531787, Location: 130 Ft W of Franks Rd (Lat: 40.014811, Lng: -82.351250), Route carried "on" structure: County highway C0314, Year Built: 1996, Status: Posted for load, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2035), Design Load: HS 20, Features Intersected: Claylick Creek, Facility Carried by Structure: Blue Jay Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4532199, Location: 180 Ft N of Davis Drive (Lat: 39.986939, Lng: -82.426481), Route carried "on" structure: County highway T0303, Year Built: 2016, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 165 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 229 (year 2036), Design Load: HL 93, Features Intersected: Trib of Dutch Fork, Facility Carried by Structure: Licking Trail Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.576, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 94.0 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: 68.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 4532199, Location: 180 Ft N of Davis Drive (Lat: 39.986939, Lng: -82.426481), Route carried "on" structure: County highway T0303, Year Built: 2016, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 165 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 229 (year 2036), Design Load: HL 93, Features Intersected: Trib of Dutch Fork, Facility Carried by Structure: Licking Trail Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.576, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 94.0 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: 68.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 4532202, Location: 0.4 Mi N of Davis Drive (Lat: 39.993811, Lng: -82.424950), Route carried "on" structure: County highway T0303, Year Built: 2015, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 103 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 143 (year 2035), Design Load: HL 93, Features Intersected: Dutch Fork Creek, Facility Carried by Structure: Licking Trail Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 45.4 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: 35.6 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4532202, Location: 0.4 Mi N of Davis Drive (Lat: 39.993811, Lng: -82.424950), Route carried "on" structure: County highway T0303, Year Built: 2015, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 103 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 143 (year 2035), Design Load: HL 93, Features Intersected: Dutch Fork Creek, Facility Carried by Structure: Licking Trail Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 45.4 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: 35.6 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4532244, Location: 720 ft E of SR 13 (Lat: 39.995739, Lng: -82.402319), Route carried "on" structure: County highway T0306, Year Built: 2010, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20, Features Intersected: SWAMP RUN, Facility Carried by Structure: White Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4532244, Location: 720 ft E of SR 13 (Lat: 39.995739, Lng: -82.402319), Route carried "on" structure: County highway T0306, Year Built: 2010, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20, Features Intersected: SWAMP RUN, Facility Carried by Structure: White Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4532252, Location: 0.25 Mi E of SR 79 (Lat: 39.988689, Lng: -82.475189), Route carried "on" structure: County highway T0308, Year Built: 1986, Year Reconstructed: 2002, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 332 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 461 (year 2035), Design Load: HS 20, Features Intersected: South Fork, Facility Carried by Structure: Ridgely Tract Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, 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: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4532252, Location: 0.25 Mi E of SR 79 (Lat: 39.988689, Lng: -82.475189), Route carried "on" structure: County highway T0308, Year Built: 1986, Year Reconstructed: 2002, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 332 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 461 (year 2035), Design Load: HS 20, Features Intersected: South Fork, Facility Carried by Structure: Ridgely Tract Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, 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: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4532317, Location: 450 Ft E of SR 13 (Lat: 39.992750, Lng: -82.404219), Route carried "on" structure: County highway C0310, Year Built: 2006, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 385 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 534 (year 2035), Design Load: H 15, Features Intersected: Hog Run, Facility Carried by Structure: Hirst Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4532317, Location: 450 Ft E of SR 13 (Lat: 39.992750, Lng: -82.404219), Route carried "on" structure: County highway C0310, Year Built: 2006, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 385 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 534 (year 2035), Design Load: H 15, Features Intersected: Hog Run, Facility Carried by Structure: Hirst Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4536658, Location: 0.2 Mi S of CR 310 (Lat: 39.982481, Lng: -82.387769), Route carried "on" structure: County highway T0323, Year Built: 2016, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 238 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 330 (year 2035), Design Load: HL 93, Features Intersected: Hog Run, Facility Carried by Structure: Fairmount Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 2, 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: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4536658, Location: 0.2 Mi S of CR 310 (Lat: 39.982481, Lng: -82.387769), Route carried "on" structure: County highway T0323, Year Built: 2016, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 238 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 330 (year 2035), Design Load: HL 93, Features Intersected: Hog Run, Facility Carried by Structure: Fairmount Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 2, 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: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4536827, Location: 150 Ft S of Irvingwick Dr (Lat: 40.025900, Lng: -82.480169), Route carried "on" structure: County highway T0134, Year Built: 1989, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 3,997 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 5,548 (year 2035), Design Load: HS 20, Features Intersected: Ramp Creek, Facility Carried by Structure: Thornwood Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4536827, Location: 150 Ft S of Irvingwick Dr (Lat: 40.025900, Lng: -82.480169), Route carried "on" structure: County highway T0134, Year Built: 1989, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 3,997 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 5,548 (year 2035), Design Load: HS 20, Features Intersected: Ramp Creek, Facility Carried by Structure: Thornwood Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4537351, Location: 1 Mi W of SR 13 (Lat: 39.986481, Lng: -82.426581), Route carried "on" structure: County highway T0309, Year Built: 1996, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 148 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 205 (year 2035), Design Load: HS 20, Features Intersected: Trib of Dutch Fork, Facility Carried by Structure: Davis Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Channel: Satisfactory, 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
Structure Number: 4537351, Location: 1 Mi W of SR 13 (Lat: 39.986481, Lng: -82.426581), Route carried "on" structure: County highway T0309, Year Built: 1996, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 148 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 205 (year 2035), Design Load: HS 20, Features Intersected: Trib of Dutch Fork, Facility Carried by Structure: Davis Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Channel: Satisfactory, 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
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Structure Number: 4537378, Location: 800 Ft S of Irvingwick Dr (Lat: 40.016211, Lng: -82.449300), Route carried "on" structure: County highway C0305, Year Built: 1996, Status: Open, Structure Length: 4.01m (13.16ft), Average Daily Traffic: 585 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 812 (year 2035), Design Load: HS 20, Features Intersected: South Fork, Facility Carried by Structure: Lake Drive Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4537378, Location: 800 Ft S of Irvingwick Dr (Lat: 40.016211, Lng: -82.449300), Route carried "on" structure: County highway C0305, Year Built: 1996, Status: Open, Structure Length: 4.01m (13.16ft), Average Daily Traffic: 585 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 812 (year 2035), Design Load: HS 20, Features Intersected: South Fork, Facility Carried by Structure: Lake Drive Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4537912, Location: 0.16 M. N.W. OF S.R. 79 (Lat: 39.992919, Lng: -82.480181), Route carried "on" structure: City street CR000, Year Built: 2006, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 3,100 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 4,303 (year 2030), Design Load: HS 25 or greater, Features Intersected: C & O RAILROAD, Facility Carried by Structure: CR 000
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: 48.6 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4537912, Location: 0.16 M. N.W. OF S.R. 79 (Lat: 39.992919, Lng: -82.480181), Route carried "on" structure: City street CR000, Year Built: 2006, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 3,100 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 4,303 (year 2030), Design Load: HS 25 or greater, Features Intersected: C & O RAILROAD, Facility Carried by Structure: CR 000
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: 48.6 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4538374, Location: 575 Ft S of Hirst Rd (Lat: 39.978581, Lng: -82.370231), Route carried "on" structure: County highway T0322, Year Built: 2011, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 148 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 205 (year 2035), Design Load: HS 20+Mod, Features Intersected: Hog Run, Facility Carried by Structure: Panhandle Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, 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: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4538374, Location: 575 Ft S of Hirst Rd (Lat: 39.978581, Lng: -82.370231), Route carried "on" structure: County highway T0322, Year Built: 2011, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 148 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 205 (year 2035), Design Load: HS 20+Mod, Features Intersected: Hog Run, Facility Carried by Structure: Panhandle Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, 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: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4539044, Location: 760 Ft E of Lake Drive (Lat: 40.001800, Lng: -82.440650), Route carried "on" structure: County highway T0306, Year Built: 2011, Year Reconstructed: 2021, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20, Features Intersected: Dutch Fork, Facility Carried by Structure: White Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Total Project Cost: $507,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 4539044, Location: 760 Ft E of Lake Drive (Lat: 40.001800, Lng: -82.440650), Route carried "on" structure: County highway T0306, Year Built: 2011, Year Reconstructed: 2021, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20, Features Intersected: Dutch Fork, Facility Carried by Structure: White Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Total Project Cost: $507,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
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Structure Number: 4561473, Location: 0.5 MI. W. OF JCT. SR13 (Lat: 40.037519, Lng: -82.413539), Route carried "on" structure: City street HOPEW, Year Built: 1972, Year Reconstructed: 2012, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 11,209 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 15,558 (year 2035), Design Load: HS 20+Mod, Features Intersected: S FK LIC R(HOPEWELL DR)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4561473, Location: 0.5 MI. W. OF JCT. SR13 (Lat: 40.037519, Lng: -82.413539), Route carried "on" structure: City street HOPEW, Year Built: 1972, Year Reconstructed: 2012, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 11,209 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 15,558 (year 2035), Design Load: HS 20+Mod, Features Intersected: S FK LIC R(HOPEWELL DR)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4561546, Location: 1.0 MI. E. OF JCT. SR79 (Lat: 40.015731, Lng: -82.439511), Route carried "on" structure: County highway C0343, Year Built: 1979, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 5,964 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 8,278 (year 2035), Design Load: HS 20+Mod, Features Intersected: S FK LIC RIV(IRV WICKE E, Facility Carried by Structure: COUNTY ROAD 343
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4561546, Location: 1.0 MI. E. OF JCT. SR79 (Lat: 40.015731, Lng: -82.439511), Route carried "on" structure: County highway C0343, Year Built: 1979, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 5,964 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 8,278 (year 2035), Design Load: HS 20+Mod, Features Intersected: S FK LIC RIV(IRV WICKE E, Facility Carried by Structure: COUNTY ROAD 343
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4561597, Location: 0.1 MI. S. OF JCT. CR343 (Lat: 40.017911, Lng: -82.449131), Route carried "on" structure: County highway C0305, Year Built: 1987, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 585 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 812 (year 2035), Design Load: HS 20+Mod, Features Intersected: RAMP CREEK (LIBERTY DR), Facility Carried by Structure: LIBERTY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4561597, Location: 0.1 MI. S. OF JCT. CR343 (Lat: 40.017911, Lng: -82.449131), Route carried "on" structure: County highway C0305, Year Built: 1987, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 585 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 812 (year 2035), Design Load: HS 20+Mod, Features Intersected: RAMP CREEK (LIBERTY DR), Facility Carried by Structure: LIBERTY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4561805, Location: 0.9 MI. W. OF JCT SR 79 (Lat: 40.020261, Lng: -82.467139), Route carried "on" structure: City street JMPKY, Year Built: 2009, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 1,328 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 1,843 (year 2030), Design Load: HS 25 or greater, Features Intersected: RAMP CREEK, Facility Carried by Structure: JAMES PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.295, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: 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: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4561805, Location: 0.9 MI. W. OF JCT SR 79 (Lat: 40.020261, Lng: -82.467139), Route carried "on" structure: City street JMPKY, Year Built: 2009, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 1,328 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 1,843 (year 2030), Design Load: HS 25 or greater, Features Intersected: RAMP CREEK, Facility Carried by Structure: JAMES PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.295, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: 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: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4562038, Location: 0.09 MI S OF IRVING WICK (Lat: 40.023700, Lng: -82.473989), Route carried "on" structure: City street AEROS, Year Built: 1992, Year Reconstructed: 2015, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 694 (year 2035), Design Load: HL 93, Features Intersected: RAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 38.9 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: 32.4 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4562038, Location: 0.09 MI S OF IRVING WICK (Lat: 40.023700, Lng: -82.473989), Route carried "on" structure: City street AEROS, Year Built: 1992, Year Reconstructed: 2015, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 694 (year 2035), Design Load: HL 93, Features Intersected: RAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 38.9 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: 32.4 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete