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

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Structure Number: 3101339,  Location: 1.1 MI. N OF SR 126 (Lat: 39.268333,  Lng: -84.413333),  Route carried "on" structure: US 42,  Year Built: 1997,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 16,600 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,342 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: TRIBUTARY OF SHARON CREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.030,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3102386,  Location: 1.13 MI N. OF SR 126 (Lat: 39.268333,  Lng: -84.413333),  Route carried "on" structure: Alternate US 42,  Year Built: 1976,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,130 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,556 (year 2027),  Features Intersected: TRIB. SHARON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.130,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007

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Structure Number: 310244,  Location: 1.2 MILE SOUTH OF I275 (Lat: 39.270000,  Lng: -84.406667),  Route carried "on" structure: US 42,  Year Built: 1992,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 18,890 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,370 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SHARON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.680,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  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: 17.1m (56.1ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3102467,  Location: OVER I275 (Lat: 39.288333,  Lng: -84.395000),  Route carried "on" structure: US 42,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Temporarily open,  Structure Length: 10.23m (33.56ft),  Average Daily Traffic: 33,390 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,289 (year 2027),  Design Load: HS 20,  Features Intersected: I275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.960,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  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: 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: December 2007,  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: 3110923,  Location: 1.1 MI N OF SR 126 (Lat: 39.270000,  Lng: -84.440000),  Route carried "on" structure: Interstate 75,  Year Built: 1959,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 74,110 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 72,912 (year 2027),  Design Load: HS 20,  Features Intersected: SHARON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.770,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3110958,  Location: 1.1 N OF SR 126 (Lat: 39.270000,  Lng: -84.440000),  Route carried "on" structure: Interstate 75,  Year Built: 1959,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 74,110 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 72,912 (year 2027),  Design Load: HS 20,  Features Intersected: SHARON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.770,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 311104,  Location: .4 MI S OF IR 275 (Lat: 39.285000,  Lng: -84.441667),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.77m (18.93ft),  Average Daily Traffic: 70,780 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 71,737 (year 2027),  Design Load: HS 20,  Features Intersected: KEMPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.430,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 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: August 2007,  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: 3111075,  Location: .4 MI S OF IR 275 (Lat: 39.285000,  Lng: -84.441667),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 70,780 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 81,950 (year 2027),  Design Load: HS 20,  Features Intersected: KEMPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.430,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3111083,  Location: .4 MI S OF IR275 (Lat: 39.285000,  Lng: -84.441667),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.78m (18.96ft),  Average Daily Traffic: 36,357 (year 2003),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,464 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: KEMPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.440,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3111199,  Location: .2 MI N OF IR 275 (Lat: 39.290000,  Lng: -84.441667),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 138,900 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 183,105 (year 2027),  Design Load: HS 20,  Features Intersected: RMP;N I75 TO W I275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.320,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.8m (71.5ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3111229,  Location: .3 MI N OF IR 275 (Lat: 39.293333,  Lng: -84.441667),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 138,900 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 183,105 (year 2027),  Design Load: H 20,  Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.530,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 77.1m (253.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007

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Structure Number: 3111261,  Location: AT HAM./BUTLER C. LINE (Lat: 39.300000,  Lng: -84.440000),  Route carried "on" structure: County highway CR030,  Year Built: 2004,  Status: Open,  Structure Length: 18.00m (59.06ft),  Average Daily Traffic: 17,700 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 130,430 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I 75,  Facility Carried by Structure: CRESCENTVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.130,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.7m (179.5ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  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: 3112306,  Location: OVER IR 275 (Lat: 39.290000,  Lng: -84.441667),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Temporarily open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2027),  Design Load: HS 20,  Features Intersected: IR-IR RAMPS;I75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.400,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3112314,  Location: OVER IR 75 (Lat: 39.290000,  Lng: -84.441667),  Route carried "on" structure: Interstate 275,  Year Built: 2007,  Status: Temporarily open,  Structure Length: 15.69m (51.48ft),  Average Daily Traffic: 121,910 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 169,211 (year 2029),  Design Load: HS 25,  Features Intersected: IR75;RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.410,  Lanes on structure: 10,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 51.2m (168.0ft),  Out-to-Out Width: 52.1m (170.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3112365,  Location: OVER I75N-I275W RAMP (Lat: 39.288333,  Lng: -84.438333),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2025),  Design Load: HS 20,  Features Intersected: RAMP=I75*N-I275*W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.760,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 22.5m (73.8ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 3112454,  Location: OVER I75N-I275W RAMP (Lat: 39.288333,  Lng: -84.436667),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Temporarily open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2025),  Design Load: HS 25,  Features Intersected: RAMP=I75*N-I275*W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.760,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  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: 24.0m (78.7ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3112489,  Location: .4 MI E OF IR 75 (Lat: 39.288333,  Lng: -84.435000),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Temporarily open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2027),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.050,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3112519,  Location: .4 MI E OF IR 75 (Lat: 39.288333,  Lng: -84.435000),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Temporarily open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2027),  Design Load: HS 25,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.050,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3112543,  Location: .5 MI E OF IR 75 (Lat: 39.288333,  Lng: -84.433333),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 80,397 (year 2027),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.180,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.2m (63.0ft)

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: Equal to present desirable 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 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3112578,  Location: .25MI W. OF MOSTELLER RD. (Lat: 39.288333,  Lng: -84.433333),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Temporarily open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 80,397 (year 2027),  Design Load: HS 25,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.180,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3112608,  Location: .7 MI E OF IR 75 (Lat: 39.286667,  Lng: -84.428333),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Temporarily open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2027),  Design Load: HS 20,  Features Intersected: MOSTELLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.580,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3112632,  Location: .7 MI E OF IR 75 (Lat: 39.286667,  Lng: -84.428333),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Temporarily open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2027),  Design Load: HS 25,  Features Intersected: MOSTELLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.580,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3112667,  Location: .9 MI E OF IR 75 (Lat: 39.286667,  Lng: -84.426667),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Status: Temporarily open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 124,838 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 140,156 (year 2027),  Design Load: H 20,  Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.820,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007

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Structure Number: 3112691,  Location: 1.5 MI E OF IR 75 (Lat: 39.285000,  Lng: -84.415000),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Temporarily open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2027),  Design Load: HS 20,  Features Intersected: PRIVATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.820,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3112721,  Location: 1.5 MI E OF IR 75 (Lat: 39.285000,  Lng: -84.413333),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2027),  Design Load: HS 25,  Features Intersected: ENTERPRISE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.820,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.1m (69.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3112756,  Location: 1 MI W OF US 42 (Lat: 39.285000,  Lng: -84.411667),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Temporarily open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 80,397 (year 2027),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 311278,  Location: 1 MI W OF US 42 (Lat: 39.285000,  Lng: -84.411667),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Temporarily open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 80,397 (year 2027),  Design Load: HS 25,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.1m (118.4ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 311281,  Location: .9 MI W OF SR 42 (Lat: 39.285000,  Lng: -84.410000),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Temporarily open,  Structure Length: 12.10m (39.70ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2027),  Design Load: HS 20,  Features Intersected: READING ROAD; NSRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.250,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 3112845,  Location: .9 MI W OF SR 42 (Lat: 39.285000,  Lng: -84.410000),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Temporarily open,  Structure Length: 12.15m (39.86ft),  Average Daily Traffic: 62,419 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 70,077 (year 2027),  Design Load: HS 25,  Features Intersected: READING ROAD; NSRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.250,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3112969,  Location: .5 MI E OF SR 42 (Lat: 39.290556,  Lng: -84.386389),  Route carried "on" structure: Interstate 275,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 63,680 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 81,954 (year 2027),  Design Load: HS 20,  Features Intersected: PRIVATE DRIVES;SHARON LK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.430,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.9m (81.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Very 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: 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: December 2007,  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: 3112993,  Location: .5 MI E OF SR 42 (Lat: 39.290556,  Lng: -84.386389),  Route carried "on" structure: Interstate 275,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 63,680 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,388 (year 2029),  Design Load: HS 20,  Features Intersected: PRIVATE DRIVES;SHARON LK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.430,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.9m (81.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Very good,  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: 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: December 2007,  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: 3113027,  Location: 1.4 MI E OF SR 42 (Lat: 39.285000,  Lng: -84.370000),  Route carried "on" structure: County highway C0470,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 16,540 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 167,698 (year 2029),  Design Load: H 20,  Features Intersected: I275,  Facility Carried by Structure: REED HARTMAN HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.600,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  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: 3113051,  Location: 1.1 MI W OF IR 71 (Lat: 39.282222,  Lng: -84.366944),  Route carried "on" structure: County highway 266,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 17.11m (56.14ft),  Average Daily Traffic: 100 (year 2004),  Average Future Daily Traffic: 167,698 (year 2029),  Design Load: H 20,  Features Intersected: I275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.180,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 54.6m (179.1ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 3137945,  Location: NO DATA,  Route carried "on" structure: City street S0272,  Year Built: 1930,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,200 (year 1975),  Average Future Daily Traffic: 7,218 (year 2027),  Design Load: H 20,  Features Intersected: TRIB EAST FORK MILL CREE,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 17.1m (56.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Inventory Rating: 26.1 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  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: Bituminous

Structure Number: 3137953,  Location: NO DATA,  Route carried "on" structure: City street CREEK,  Year Built: 1927,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,300 (year 1976),  Average Future Daily Traffic: 5,968 (year 2027),  Features Intersected: CREEK-------SHA(CREEK RD,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007

Structure Number: 3137961,  Location: NO DATA,  Route carried "on" structure: City street S0252,  Year Built: 1972,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,400 (year 1977),  Average Future Daily Traffic: 14,435 (year 2027),  Design Load: HS 20,  Features Intersected: TRIB MIAMI AND ERIE CANA,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 3138003,  Location: NO DATA,  Route carried "on" structure: City street S0235,  Year Built: 1974,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 10,400 (year 1977),  Average Future Daily Traffic: 14,435 (year 2027),  Design Load: HS 20,  Features Intersected: EAST BRANCH OF MILL CREE,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Structure Number: 3138011,  Location: NO DATA,  Route carried "on" structure: City street S0235,  Year Built: 1974,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 10,400 (year 1977),  Average Future Daily Traffic: 14,435 (year 2027),  Design Load: HS 20,  Features Intersected: SHARON CREEK AND RAILROA,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  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: Bituminous

Structure Number: 3138038,  Location: .34 MI. EAST OF READING,  Route carried "on" structure: Alternate City street MORNE,  Year Built: 2003,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 9,650 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,394 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CREEK,  Facility Carried by Structure: CORNELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2006

Structure Number: 3138046,  Location: NO DATA,  Route carried "on" structure: City street S0003,  Year Built: 1958,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 2,500 (year 1977),  Average Future Daily Traffic: 3,470 (year 2027),  Design Load: HS 20,  Features Intersected: EAST FORK OF MILL CREEK,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  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: Equal to present desirable criteria,  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: Bituminous

Structure Number: 3138054,  Location: NO DATA,  Route carried "on" structure: City street S0003,  Year Built: 1958,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 2,500 (year 1977),  Average Future Daily Traffic: 3,470 (year 2027),  Design Load: HS 20,  Features Intersected: TRIB EAST FORK MILL CREE,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3138062,  Location: 5.27 MI. E. OF S.R. 4 (Lat: 39.283333,  Lng: -84.371667),  Route carried "on" structure: County highway C0266,  Year Built: 2001,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 9,500 (year 1996),  Average Future Daily Traffic: 10,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: REED HARTMAN HIGHWAY,  Facility Carried by Structure: COUNTY ROAD 266
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 313807,  Location: .25 MI. E. OF MOSTELLER,  Route carried "on" structure: City street 266,  Year Built: 1992,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 19,900 (year 1988),  Truck Traffic: 20%,  Average Future Daily Traffic: 27,621 (year 2027),  Design Load: HS 20,  Features Intersected: TRIB E FORK MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Structure Number: 31381,  Location: NO DATA,  Route carried "on" structure: City street S0266,  Year Built: 1936,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,500 (year 1976),  Average Future Daily Traffic: 6,246 (year 2027),  Design Load: H 20,  Features Intersected: SHARON WOODS LAKE,  Facility Carried by Structure: NO DATA
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),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 35.1 metric tons,  Inventory Rating: 26.1 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 minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place

Structure Number: 3138127,  Location: NO DATA,  Route carried "on" structure: City street S0266,  Year Built: 1979,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 6,500 (year 1976),  Average Future Daily Traffic: 9,022 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: E MILL CREEK (KEMPER RD),  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than 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

Structure Number: 3138135,  Location: NO DATA,  Route carried "on" structure: City street S0266,  Year Built: 1962,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,500 (year 1976),  Average Future Daily Traffic: 9,022 (year 2028),  Design Load: HS 20,  Features Intersected: MIAMI AND ERIE CANAL,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007

Structure Number: 3163806,  Location: OAK ST. NEAR CORNELL RD.,  Route carried "on" structure: City street OAK,  Year Built: 1950,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 500 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 694 (year 2027),  Features Intersected: S. BRANCH SHARON CREEK
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 24.3 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: 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: April 2007

Structure Number: 3163814,  Location: SPINNER NEAR CORNELL RD.,  Route carried "on" structure: City street SPINN,  Year Built: 1955,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 500 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 694 (year 2027),  Features Intersected: S. BRANCH SHARON CREEK,  Facility Carried by Structure: OAK ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 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: April 2007

Structure Number: 3163911,  Location: ENTRANCE TO CSI OFF KEMPR,  Route carried "on" structure: Business County highway CSI,  Year Built: 1900,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 10 (year 2005),  Average Future Daily Traffic: 14 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: TRIB TO MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2006,  Wearing Surface/Protective System: Membrane: Preformed Fabric