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Bridge Statistics for Lordstown, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lordstown, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 24 Total length: 106 meters (348ft) Total average daily traffic: 206,234 Total average daily truck traffic: 41,296 National Bridge Inventory (NBI) Registered Bridges for Lordstown
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 7801955, Location: 3.13 MI N OF IR 76 (Lat: 41.153306, Lng: -80.857192), Route carried "on" structure: State highway 45, Year Built: 1965, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 7,010 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 11,215 (year 2027), Design Load: H 20, Features Intersected: OVER PENN RR SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.110, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.3m (76.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7801998, Location: 4.81 MI N OF IR 76 (Lat: 41.177342, Lng: -80.857517), Route carried "on" structure: State highway 45, Year Built: 1988, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 7,010 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 11,215 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER CHESSIE RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7802013, Location: 3.92 MI N OF IR 76 (Lat: 41.164464, Lng: -80.857342), Route carried "on" structure: State highway 45, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,010 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 11,215 (year 2027), Design Load: H 20, Features Intersected: BR DUCK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7802048, Location: 6.33 MI N OF IR 76 (Lat: 41.198661, Lng: -80.852967), Route carried "on" structure: State highway 45, Year Built: 1943, Year Reconstructed: 1968, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 7,010 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 11,215 (year 2027), Design Load: H 20, Features Intersected: LITTLE DUCK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7829477, Location: EB OFF RAMP MI POST 215.0 (Lat: 41.150000, Lng: -80.891667), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1993, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 1,195 (year 1993), Truck Traffic: 15%, Average Future Daily Traffic: 38,586 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-80 OHIO TURNPIKE, Facility Carried by Structure: OHIO TURNPIKE RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 1, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7829507, Location: EB ON RAMP MI POST 216.6 (Lat: 41.138333, Lng: -80.871667), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1993, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 2,286 (year 1993), Truck Traffic: 3%, Average Future Daily Traffic: 38,586 (year 2024), Design Load: HS 20+Mod, Features Intersected: I-80 OHIO TURNPIKE, Facility Carried by Structure: OHIO TURNPIKE RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.480, Lanes on structure: 1, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 8.8m (28.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7829914, Location: 5.3MI EAST OF EXIT 14 (Lat: 41.157800, Lng: -80.900208), Route carried "on" structure: County highway 89C, Year Built: 1954, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 26,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 25,387 (year 2027), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: TOWNLINE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 7829922, Location: 0.4MI EAST OF EXIT 14A (Lat: 41.175000, Lng: -80.573333), Route carried "on" structure: County highway 91, Year Built: 1997, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 7,340 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 27,932 (year 2028), Design Load: HS 20+Mod, Features Intersected: OHI TURNPIKE, Facility Carried by Structure: ELSWORTH-BAILEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7829965, Location: 0.4MI EAST OF EXIT 14A (Lat: 41.175000, Lng: -80.573333), Route carried "on" structure: County highway 91, Year Built: 1997, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 7,340 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 27,932 (year 2028), Design Load: HS 20+Mod, Features Intersected: OHIO TURNPIKE, Facility Carried by Structure: ELSWORTH-BAILEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), 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: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 7830602, Location: 0.35 MI. E. OF T.H. 93, Route carried "on" structure: County highway C092B, Year Built: 1939, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,380 (year 1978), Average Future Daily Traffic: 1,915 (year 2029), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: LORDS; FKA CH 92-B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 7836252, Location: 0.15 MI. E. OF S.R. 45, Route carried "on" structure: County highway C086C, Year Built: 1974, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,760 (year 1979), Average Future Daily Traffic: 5,219 (year 2029), Design Load: H 20, Features Intersected: MUD CREEK, Facility Carried by Structure: LORDS; FKA CH 86-C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007 Structure Number: 7837216, Location: 0.1 MI. N. OF C.H. 86, Route carried "on" structure: County highway C098B, Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 1951), Average Future Daily Traffic: 139 (year 2029), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: LORDS; FKA CH-98-B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Very good, Culverts: Poor, Operating Rating: 39.6 metric tons, Inventory Rating: 28.8 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007 Structure Number: 7839006, Location: 0.25 MI. E. OF S.R. 45, Route carried "on" structure: County highway C072D, Year Built: 1956, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,710 (year 1978), Average Future Daily Traffic: 6,537 (year 2029), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: LORDS;FKA CH 72-D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 78392, Location: 0.55 MI. E. OF C.H. 98, Route carried "on" structure: County highway C072E, Year Built: 1940, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,620 (year 1978), Average Future Daily Traffic: 3,637 (year 2029), Design Load: H 10, Features Intersected: MUD CREEK, Facility Carried by Structure: LORDS; FKA CH72-E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7840454, Location: 4300 FEET EAST OF SR45 (Lat: 41.188611, Lng: -80.844722), Route carried "on" structure: City street T0085, Year Built: 2005, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 335 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 450 (year 2029), Design Load: HS 20+Mod, Features Intersected: DUCK CREEK, Facility Carried by Structure: TAIT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 7840551, Location: 0.5 MI. E. CR 81 (Lat: 41.203333, Lng: -80.841667), Route carried "on" structure: County highway T084E, Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 1990), Truck Traffic: 2%, Average Future Daily Traffic: 347 (year 2027), Design Load: H 20, Features Intersected: LITTLE DUCK CREEK, Facility Carried by Structure: TOWNSHIP ROAD 84 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing Structure Number: 7840667, Location: 0.6 MI. E. OF C.H. 91-A, Route carried "on" structure: County highway T090B, Year Built: 1979, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,500 (year 1951), Average Future Daily Traffic: 2,082 (year 2029), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: LORDS; FKA CH 90-B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.6 metric tons, Inventory Rating: 28.8 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007 Find on map >>
Structure Number: 7861605, Location: 1.0 MI. N. OF SALT SP. RD (Lat: 41.180733, Lng: -80.886478), Route carried "on" structure: City street EB0RD, Year Built: 1979, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,453 (year 1996), Truck Traffic: 7%, Average Future Daily Traffic: 6,181 (year 2029), Design Load: HS 20+Mod, Features Intersected: C.S.X. TRANSPORTATION, Facility Carried by Structure: ELLS. BAILEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 7861621, Location: 1.2 MI. N. OF SALT SP. RD (Lat: 41.181583, Lng: -80.894000), Route carried "on" structure: City street PALMY, Year Built: 1995, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 787 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 1,092 (year 2024), Design Load: HS 20+Mod, Features Intersected: C.S.X. TRANSPORTATION Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7829477, Location: EB OFF RAMP MI POST 215.0 (Lat: 41.150000, Lng: -80.891667), Route carried "under" structure: Interstate 80K, Year Built: 1993, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 27,800 (year 1995), Truck Traffic: 27%, Features Intersected: EB OFF RAMP INTERCHG 14A, Facility Carried by Structure: OHIO TURNPIKE RAMP Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 1.431, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 7829507, Location: EB ON RAMP MI POST 216.6 (Lat: 41.138333, Lng: -80.871667), Route carried "under" structure: Interstate 80K, Year Built: 1993, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 27,800 (year 1995), Truck Traffic: 27%, Features Intersected: EB ON RAMP INTERCHG 14B, Facility Carried by Structure: OHIO TURNPIKE RAMP Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 1.657, Lanes on structure: 1, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 7829914, Location: 5.3MI EAST OF EXIT 14 (Lat: 41.157800, Lng: -80.900208), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 18,290 (year 1972), Features Intersected: LINTZ-TOWNLINE RD MP214, Facility Carried by Structure: TOWNLINE RD Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 1.327, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 7829922, Location: 0.4MI EAST OF EXIT 14A (Lat: 41.175000, Lng: -80.573333), Route carried "under" structure: Interstate 80K, Year Built: 1997, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 20,124 (year 1996), Truck Traffic: 39%, Features Intersected: ELSWRTH-BAILEY SB MP2154, Facility Carried by Structure: ELSWORTH-BAILEY RD Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 1.494, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 7829965, Location: 0.4MI EAST OF EXIT 14A (Lat: 41.175000, Lng: -80.573333), Route carried "under" structure: Interstate 80K, Year Built: 1997, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 20,124 (year 1996), Truck Traffic: 39%, Features Intersected: ELSWRTH-BAILEY NB MP215, Facility Carried by Structure: ELSWORTH-BAILEY RD Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 1.496, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Discuss this city on our hugely popular Ohio forum Back to: Lordstown, OH, Ohio, All US cities.
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