Bridge Statistics for Jackson, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 4000145, Location: 6.4 MI E OF ROSS LINE (Lat: 39.121589, Lng: -82.694764), Route carried "on" structure: US 35, Year Built: 1993, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 5,775 (year 2007), Truck Traffic: 32%, Average Future Daily Traffic: 8,370 (year 2027), Design Load: HS 20+Mod, Features Intersected: LITTLE SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.270, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Better than 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: November 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 400042, Location: 2.25 MI E OF JCT SR 93 (Lat: 39.044394, Lng: -82.611733), Route carried "on" structure: US 35, Year Built: 1969, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,630 (year 2007), Truck Traffic: 34%, Average Future Daily Traffic: 9,209 (year 2027), Design Load: HS 20, Features Intersected: BR SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.980, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory, 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: Better than 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: December 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4000439, Location: 2.25 MI E OF JCT SR 93 (Lat: 39.044394, Lng: -82.611733), Route carried "on" structure: Ramp US 35, Year Built: 1972, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,500 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 2,082 (year 2027), Design Load: HS 20, Features Intersected: TRIB SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.980, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4000447, Location: 2.25MI E OF JCT SR 93 (Lat: 39.044394, Lng: -82.611733), Route carried "on" structure: Ramp US 35, Year Built: 1972, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 1,500 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 2,082 (year 2027), Design Load: HS 20, Features Intersected: TRIB SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.980, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4000455, Location: 2.25MI E OF JCT SR 93 (Lat: 39.044394, Lng: -82.611733), Route carried "on" structure: US 35, Year Built: 1969, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,630 (year 2007), Truck Traffic: 34%, Average Future Daily Traffic: 9,209 (year 2027), Design Load: HS 20, Features Intersected: BR SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.980, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4001206, Location: JCT SR 93 & SR 32 (Lat: 39.038900, Lng: -82.627797), Route carried "on" structure: State highway 93, Year Built: 1971, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 13,910 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 19,904 (year 2027), Design Load: HS 20, Features Intersected: STATE ROUTE 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.920, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 400123, Location: INSIDE JACKSON CORP (Lat: 39.045347, Lng: -82.630453), Route carried "on" structure: State highway 93, Year Built: 1956, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 13,910 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 19,904 (year 2027), Design Load: H 15, Features Intersected: MCDOWELLS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.740, Lanes on structure: 2, 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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.2m (49.9ft)

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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4001265, Location: IN JACKSON (Lat: 39.047314, Lng: -82.631603), Route carried "on" structure: State highway 93, Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 13,910 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 19,862 (year 2027), Design Load: H 15, Features Intersected: MCDOWELLS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.980, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4001443, Location: JCT OF STATE ROUTE 788 (Lat: 39.056794, Lng: -82.638356), Route carried "on" structure: State highway 93, Year Built: 2004, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,230 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 12,561 (year 2029), Design Load: HS 25, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.370, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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 or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, 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: 4001494, Location: .10 MILE N OF JCT SR 788 (Lat: 39.058389, Lng: -82.638647), Route carried "on" structure: State highway 93, Year Built: 2004, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 8,230 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 12,561 (year 2029), Design Load: HS 25, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.550, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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 desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, 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: 4001893, Location: .29 MI E OF SR 93 (Lat: 39.040408, Lng: -82.623044), Route carried "on" structure: State highway 32, Year Built: 1970, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,475 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 10,833 (year 2027), Design Load: HS 20+Mod, Features Intersected: JSL R.R. & VETERIANS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.920, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 11.7m (38.4ft)

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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4001923, Location: 0.62 MI W OF JCT US 35 (Lat: 39.040408, Lng: -82.623044), Route carried "on" structure: State highway 32, Year Built: 1970, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,475 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 10,833 (year 2027), Design Load: HS 20+Mod, Features Intersected: JSL R.R. & VETERIANS DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.920, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4001958, Location: 0.46 MI W OF JCT US 35 (Lat: 39.041692, Lng: -82.620572), Route carried "on" structure: State highway 32, Year Built: 1970, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 6,475 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 10,833 (year 2027), Design Load: HS 20+Mod, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.180, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4001982, Location: 0.46 MI W OF JCT US 35 (Lat: 39.041692, Lng: -82.620572), Route carried "on" structure: State highway 32, Year Built: 1970, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 6,475 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 10,833 (year 2027), Design Load: HS 20+Mod, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.180, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 400204, Location: JCT US 35 (Lat: 39.045542, Lng: -82.613122), Route carried "on" structure: State highway 32, Year Built: 1970, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 5,995 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 8,814 (year 2027), Design Load: HS 20, Features Intersected: OVER USR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.920, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)

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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4002075, Location: JCT US 35 (Lat: 39.045542, Lng: -82.613122), Route carried "on" structure: State highway 32, Year Built: 1970, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 5,995 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 8,814 (year 2027), Design Load: HS 20, Features Intersected: OVER USR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.920, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 406021, Location: 0.2 MI W OF JACKSON CORP (Lat: 39.055025, Lng: -82.658150), Route carried "on" structure: City street C0076, Year Built: 1935, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 250 (year 1951), Truck Traffic: 80%, Average Future Daily Traffic: 347 (year 2027), Design Load: H 20, Features Intersected: TRIB TO LITTLE SALT CR, Facility Carried by Structure: CO RD 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4060393, Location: 75 FT. E. OF DICKASON ST. (Lat: 39.045833, Lng: -82.640278), Route carried "on" structure: City street HURON, Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,000 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 5,552 (year 2026), Design Load: HS 20, Features Intersected: MCDOWELL'S RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2009, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 406049, Location: 100 FT S OF HURON ST, Route carried "on" structure: City street DICKA, Year Built: 1909, Year Reconstructed: 1998, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 600 (year 1951), Average Future Daily Traffic: 833 (year 2030), Design Load: H 20, Features Intersected: MCDOWELLS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Serious, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2009, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $2,000, Total Project Cost: $20,000 ( Estimate for 2002), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4060628, Location: 0.16 MI. EAST OF MAIN ST. (Lat: 39.055000, Lng: -82.635000), Route carried "on" structure: County highway EBRWY, Year Built: 1921, Year Reconstructed: 1986, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 3,000 (year 1991), Truck Traffic: 7%, Average Future Daily Traffic: 4,164 (year 2030), Design Load: H 15, Features Intersected: SALT LICK CREEK, Facility Carried by Structure: EAST BROADWAY ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2009, Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 4061047, Location: 0.14 MI S OF BROADWAY ST, Route carried "on" structure: City street HARDG, Year Built: 1900, Year Reconstructed: 1968, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,000 (year 1951), Average Future Daily Traffic: 1,388 (year 2030), Design Load: H 20, Features Intersected: LITTLE SALT CREEK, Facility Carried by Structure: HARDING AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: September 2009, Critical Feature Inspection Date: September 2009, Underwater Inspection Date: September 2009, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 4061322, Location: 250 FT S OF WOOD AVE, Route carried "on" structure: City street HIGH, Year Built: 1965, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 500 (year 1951), Average Future Daily Traffic: 694 (year 2030), Design Load: H 20, Features Intersected: LITTLE SALT CREEK
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), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: September 2009, Critical Feature Inspection Date: September 2009, Underwater Inspection Date: September 2009, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 4061608, Location: 400 FT N OF HURON ST, Route carried "on" structure: City street BURLG, Year Built: 1935, Year Reconstructed: 1998, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 1951), Average Future Daily Traffic: 694 (year 2030), Design Load: HS 20, Features Intersected: MCDOWELLS RUN, Facility Carried by Structure: BURLINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: September 2009, Underwater Inspection Date: September 2009, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4061861, Location: 1300 FT W OF HIGH ST (Lat: 39.060000, Lng: -82.655000), Route carried "on" structure: City street MMAIN, Year Built: 1935, Year Reconstructed: 1989, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 1951), Average Future Daily Traffic: 486 (year 2030), Design Load: HS 20, Features Intersected: GIVENS RUN, Facility Carried by Structure: W MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 406214, Location: 500 FT E OF HIGH ST, Route carried "on" structure: City street WOOD, Year Built: 1935, Year Reconstructed: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 500 (year 1951), Average Future Daily Traffic: 694 (year 2030), Design Load: H 15, Features Intersected: TRIB TO LIT SALT CR
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 36.9 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4062426, Location: 0.10 MI E OF MORTON ST (Lat: 39.061667, Lng: -82.636667), Route carried "on" structure: City street MLOGA, Year Built: 1935, Year Reconstructed: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 350 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 486 (year 2030), Design Load: H 20, Features Intersected: HORSE CREEK, Facility Carried by Structure: LOGAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: September 2009, Critical Feature Inspection Date: September 2009, Underwater Inspection Date: September 2009, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4001206, Location: JCT SR 93 & SR 32 (Lat: 39.038900, Lng: -82.627797), Route carried "under" structure: State highway 32, Year Built: 1971, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 12,950 (year 2007), Truck Traffic: 12%, Features Intersected: SR 93, Facility Carried by Structure: SR 93
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.745, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 400204, Location: JCT US 35 (Lat: 39.045542, Lng: -82.613122), Route carried "under" structure: US 35, Year Built: 1970, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 5,630 (year 2007), Truck Traffic: 34%, Features Intersected: US RT 32, Facility Carried by Structure: SR 32
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.182, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 4002075, Location: JCT US 35 (Lat: 39.045542, Lng: -82.613122), Route carried "under" structure: US 35, Year Built: 1970, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 5,630 (year 2007), Truck Traffic: 34%, Features Intersected: STATE ROUTE 32, Facility Carried by Structure: SR 32
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 2.183, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)