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

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Structure Number: 900133,  Location: 0.92 MI S OF SR 63 (Lat: 39.435000,  Lng: -84.436667),  Route carried "on" structure: State highway 4,  Year Built: 1994,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 9,870 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,309 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: GREGORY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.830,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  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: 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

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Structure Number: 900184,  Location: 0.9 TENTH MI. N. S.R. 747 (Lat: 39.435000,  Lng: -84.435000),  Route carried "on" structure: State highway 4,  Year Built: 1957,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 9,870 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,906 (year 2025),  Design Load: HS 20,  Features Intersected: GREGORY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.830,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  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: 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: June 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: 900214,  Location: .90 MI S OF SR 63 (Lat: 39.435000,  Lng: -84.435000),  Route carried "on" structure: State highway 4,  Year Built: 1930,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 9,870 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,309 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COLDWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.960,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 900249,  Location: SB RT 4 OVER SR 63 (Lat: 39.445000,  Lng: -84.425000),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 8,285 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,219 (year 2025),  Design Load: H 20,  Features Intersected: RAMP=S4*S-S63*E;S63*W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.410,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to 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

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Structure Number: 900273,  Location: NB RT 4 OVER SR 63 (Lat: 39.445000,  Lng: -84.425000),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 8,285 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,219 (year 2025),  Design Load: H 20,  Features Intersected: RAMP=S4*S-S63*E;S63*W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.410,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 900303,  Location: .17 MI S OF SR 73 (Lat: 39.478333,  Lng: -84.416667),  Route carried "on" structure: State highway 4,  Year Built: 1970,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 13,460 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,059 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CSRR;DICKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.240,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 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: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 12.53m (41.11ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $330,000 ( Estimate for 2000),  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: 901989,  Location: .34 MI S BUT-WAR CO LI (Lat: 39.431667,  Lng: -84.341667),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 40,000 (year 2003),  Truck Traffic: 25%,  Average Future Daily Traffic: 55,520 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: MASON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.570,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 902012,  Location: .34 MI. S BUT-WAR (Lat: 39.431667,  Lng: -84.341667),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 38,000 (year 2003),  Truck Traffic: 25%,  Average Future Daily Traffic: 52,744 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: MASON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.570,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 15.7m (51.5ft),  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: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 931969,  Location: .8 MI N OF SR 63 (Lat: 39.451667,  Lng: -84.336667),  Route carried "on" structure: City street S5126,  Year Built: 1970,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 500 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 673 (year 2024),  Design Load: HS 20,  Features Intersected: MILLERS CREEK,  Facility Carried by Structure: GARVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 18.9m (62.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 934542,  Location: .2 MI N OF TR 133 (Lat: 39.460000,  Lng: -84.350000),  Route carried "on" structure: City street S0019,  Year Built: 1976,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 7,000 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,428 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: MILLERS CREEK,  Facility Carried by Structure: CIN DAYTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 934852,  Location: .5 MI N OF TR 133 (Lat: 39.465000,  Lng: -84.348333),  Route carried "on" structure: County highway S0019,  Year Built: 1988,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 12,200 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,432 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: SHAKER RUN CREEK,  Facility Carried by Structure: CIN DAYTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum 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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 962201,  Location: 1.6 MI E OF SR 4 (Lat: 39.460000,  Lng: -84.516667),  Route carried "on" structure: County highway T0133,  Year Built: 1931,  Year Reconstructed: 1975,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,275 (year 1993),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,158 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: BRANCH DICKS CREEK,  Facility Carried by Structure: TODHUNTER RD
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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Good,  Channel: Poor,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 962252,  Location: UNKNOWN,  Route carried "on" structure: City street CLARK,  Year Built: 1900,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 10 (year 2005),  Average Future Daily Traffic: 14 (year 2028),  Features Intersected: COLDWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: 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: April 2007

Structure Number: 962309,  Location: UNKNOWN,  Route carried "on" structure: City street CROSS,  Year Built: 1900,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 10 (year 2005),  Average Future Daily Traffic: 100 (year 2025),  Features Intersected: COLDWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: 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: April 2007

Structure Number: 962368,  Location: COLDWATER CREEK,  Route carried "on" structure: City street RODEN,  Year Built: 1900,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 10 (year 2005),  Average Future Daily Traffic: 14 (year 2028),  Features Intersected: COLDWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: 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: April 2007

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Structure Number: 8301425,  Location: OVER I75 (Lat: 39.439722,  Lng: -84.335833),  Route carried "on" structure: State highway 63,  Year Built: 2006,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 95,990 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 133,234 (year 2028),  Design Load: HS 25,  Features Intersected: IR75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 55.2m (181.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 55.2m (181.1ft),  Out-to-Out Width: 56.1m (184.1ft)

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: 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: May 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: 8301484,  Location: 0.6 MILES EAST OF IR 75 (Lat: 39.439806,  Lng: -84.326806),  Route carried "on" structure: State highway 63,  Year Built: 2007,  Status: Temporarily open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 12,790 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,753 (year 2029),  Design Load: HS 25,  Features Intersected: MILLERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.010,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

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

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Structure Number: 8303126,  Location: .3 MI N OF SR 63 (Lat: 39.446667,  Lng: -84.331667),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 46,935 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 50,870 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MILLERS CREEK; N.S. RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.490,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 830315,  Location: .3 MI N OF SR 63 (Lat: 39.446667,  Lng: -84.331667),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 46,935 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 50,870 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MILLERS CREEK; N.S. RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.490,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place

Structure Number: 8330255,  Location: NO DATA,  Route carried "on" structure: County highway C0002,  Year Built: 1959,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 610 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 847 (year 2028),  Features Intersected: MILLERS CREEK,  Facility Carried by Structure: BUTLER-WARREN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 900249,  Location: SB RT 4 OVER SR 63 (Lat: 39.445000,  Lng: -84.425000),  Route carried "under" structure: State highway 63,  Year Built: 1969,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10,015 (year 2003),  Truck Traffic: 16%,  Features Intersected: S4*S,  Facility Carried by Structure: SR 4 SB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 900273,  Location: NB RT 4 OVER SR 63 (Lat: 39.445000,  Lng: -84.425000),  Route carried "under" structure: State highway 63,  Year Built: 1969,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10,015 (year 2003),  Truck Traffic: 16%,  Features Intersected: S4*N,  Facility Carried by Structure: SR 4 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 901989,  Location: .34 MI S BUT-WAR CO LI (Lat: 39.431667,  Lng: -84.341667),  Route carried "under" structure: City street MASON,  Year Built: 1960,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 100 (year 2004),  Features Intersected: I75*S,  Facility Carried by Structure: IR 75 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 902012,  Location: .34 MI. S BUT-WAR (Lat: 39.431667,  Lng: -84.341667),  Route carried "under" structure: City street MASON,  Year Built: 1960,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 100 (year 2004),  Features Intersected: I75*N,  Facility Carried by Structure: IR 75 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.068,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 8301425,  Location: OVER I75 (Lat: 39.439722,  Lng: -84.335833),  Route carried "under" structure: Interstate 75,  Year Built: 2006,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 93,870 (year 2006),  Truck Traffic: 22%,  Features Intersected: S63*E,  Facility Carried by Structure: SR 63
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.061,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.5m (90.2ft)