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

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Structure Number: 8300585,  Location: .7 MI S OF SR 63 (Lat: 39.430000,  Lng: -84.218333),  Route carried "on" structure: US 42,  Year Built: 1989,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,650 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,495 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: TRB TURTL CR(BAINUMS CR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.020,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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: 31.5 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: 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: 8300615,  Location: 0.09 MI. S. OF SR-63 (Lat: 39.431667,  Lng: -84.210000),  Route carried "on" structure: US 42,  Year Built: 1991,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 5,712 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,844 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.790,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8301174,  Location: .4 MI N LEBANON S CORP (Lat: 39.405000,  Lng: -84.208333),  Route carried "on" structure: City street 77,  Year Built: 1971,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 100 (year 2004),  Average Future Daily Traffic: 23,157 (year 2027),  Design Load: HS 20,  Features Intersected: S48,  Facility Carried by Structure: TURTLECREEK UNION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

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

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Structure Number: 8301204,  Location: .2 MI S OF SR 48F (Lat: 39.430000,  Lng: -84.191667),  Route carried "on" structure: State highway 48,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 25,840 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,236 (year 2027),  Design Load: H 20,  Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.670,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007

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Structure Number: 8301263,  Location: .15 MI N OF JCT US42 (Lat: 39.433333,  Lng: -84.198333),  Route carried "on" structure: State highway 48,  Year Built: 1973,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 9,130 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,596 (year 2028),  Design Load: HS 20,  Features Intersected: NORTH FORK TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.280,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

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

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Structure Number: 8301565,  Location: 1.25 MI W OF JCT US 42 (Lat: 39.435000,  Lng: -84.231667),  Route carried "on" structure: State highway 63,  Year Built: 1947,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 10,170 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,910 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: TRB TURTL CR(REEDERS RN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.260,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  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: Bituminous,  Membrane: Built-up

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Structure Number: 8301662,  Location: 0.2 MI W OF JCT US 42. (Lat: 39.433889,  Lng: -84.212222),  Route carried "on" structure: State highway 63,  Year Built: 1997,  Status: Open,  Structure Length: 2.72m (8.92ft),  Average Daily Traffic: 10,170 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,839 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: N FORK OF TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.990,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 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: 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: 8304475,  Location: 1.3 MI S OF LEBANON W COR (Lat: 39.435000,  Lng: -84.211667),  Route carried "on" structure: State highway 123,  Year Built: 1971,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 8,290 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,868 (year 2027),  Design Load: H 20,  Features Intersected: NORTH FORK TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.220,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

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

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Structure Number: 830556,  Location: OVER SR 48 & 123 (Lat: 39.431667,  Lng: -84.191667),  Route carried "on" structure: State highway 48T,  Year Built: 1971,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 9,080 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,603 (year 2027),  Design Load: H 20,  Features Intersected: S123*S;S48*N(S123*N),  Facility Carried by Structure: SB SR 48F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.210,  Lanes on structure: 2,  Lanes under structure: 5,  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: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very 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: 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: April 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8305579,  Location: OVER SR 48 & 123 (Lat: 39.431667,  Lng: -84.191667),  Route carried "on" structure: State highway 48T,  Year Built: 1971,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 9,080 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,603 (year 2027),  Design Load: H 20,  Features Intersected: S123*S;S48*N(S123*N),  Facility Carried by Structure: NB SR 48F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.210,  Lanes on structure: 2,  Lanes under structure: 5,  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: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place

Structure Number: 833246,  Location: 1.17 MI. NORTH OF SR 42,  Route carried "on" structure: City street M0076,  Year Built: 1968,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 100 (year 1980),  Average Future Daily Traffic: 139 (year 2028),  Design Load: HS 20,  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: GLOSSER-RICHARDSON
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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 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: 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 8333963,  Location: NO DATA,  Route carried "on" structure: County highway C0248,  Year Built: 1976,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,050 (year 1980),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,457 (year 2028),  Design Load: HS 20,  Features Intersected: N FORK OF TURTLE CREEK,  Facility Carried by Structure: MONROE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2008

Structure Number: 8334099,  Location: NO DATA,  Route carried "on" structure: County highway CWEST,  Year Built: 1973,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 70 (year 1978),  Average Future Daily Traffic: 550 (year 2026),  Design Load: HS 20,  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 8334153,  Location: NO DATA,  Route carried "on" structure: County highway C0007,  Year Built: 1979,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,540 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,138 (year 2028),  Design Load: HS 20,  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: WILMINGTON 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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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,  Membrane: Preformed Fabric

Structure Number: 8360065,  Location: NO DATA,  Route carried "on" structure: City street EAST0,  Year Built: 1971,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,500 (year 1977),  Average Future Daily Traffic: 2,082 (year 2027),  Design Load: HS 20,  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: NO DATA
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),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Structure Number: 8360073,  Location: NO DATA,  Route carried "on" structure: City street MECNC,  Year Built: 1977,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,200 (year 1977),  Average Future Daily Traffic: 1,666 (year 2027),  Design Load: HS 20,  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

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

Structure Number: 8360081,  Location: NO DATA,  Route carried "on" structure: City street SBROD,  Year Built: 1900,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 7,000 (year 1977),  Average Future Daily Traffic: 9,716 (year 2027),  Design Load: HS 20,  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: NO DATA
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 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: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 8360138,  Location: NO DATA,  Route carried "on" structure: City street S0247,  Year Built: 1984,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 30 (year 1980),  Average Future Daily Traffic: 42 (year 2028),  Design Load: HS 20,  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: JAMESON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

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

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Structure Number: 836017,  Location: NO DATA (Lat: 39.436667,  Lng: -84.210000),  Route carried "on" structure: City street WWARN,  Year Built: 1981,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 110 (year 1951),  Average Future Daily Traffic: 153 (year 2027),  Design Load: HS 20,  Features Intersected: TRB N FK TURT CR(MAD RN),  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8360189,  Location: NO DATA (Lat: 39.435000,  Lng: -84.210000),  Route carried "on" structure: City street MULBR,  Year Built: 1982,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,000 (year 1951),  Average Future Daily Traffic: 1,388 (year 2027),  Design Load: HS 20,  Features Intersected: NORTH FORK TURTLE CREEK,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8360227,  Location: 0.75 MI. S. OF E. MAIN ST (Lat: 39.421667,  Lng: -84.205000),  Route carried "on" structure: City street EAST0,  Year Built: 1991,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,400 (year 1993),  Average Future Daily Traffic: 1,943 (year 2027),  Design Load: HS 20,  Features Intersected: TRB TURTL CR (BAINUMS CR,  Facility Carried by Structure: EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 8360235,  Location: 0.01 MI. W. OF JCT TR 72,  Route carried "on" structure: City street KINGV,  Year Built: 1985,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 1,000 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,388 (year 2027),  Design Load: HS 20,  Features Intersected: TURTLE CREEK,  Facility Carried by Structure: KINGSVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Bituminous,  Membrane: Built-up

Structure Number: 8360243,  Location: 0.06 MI S. OF S. BROADWAY,  Route carried "on" structure: City street MCBUR,  Year Built: 1956,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 500 (year 1993),  Truck Traffic: 1%,  Average Future Daily Traffic: 694 (year 2027),  Design Load: HS 20,  Features Intersected: TRB TURTL CR (BAINUMS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.8m (5.9ft)

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: Superior 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: 8301174,  Location: .4 MI N LEBANON S CORP (Lat: 39.405000,  Lng: -84.208333),  Route carried "under" structure: State highway 48,  Year Built: 1971,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 26,641 (year 2006),  Truck Traffic: 5%,  Features Intersected: TURTLECREEK-UNION ROAD,  Facility Carried by Structure: TURTLECREEK UNION
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.857,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 830556,  Location: OVER SR 48 & 123 (Lat: 39.431667,  Lng: -84.191667),  Route carried "under" structure: State highway 48,  Year Built: 1971,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 8,905 (year 2006),  Truck Traffic: 7%,  Features Intersected: S48J*S(S48*S FUTURE)
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.209,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 8305579,  Location: OVER SR 48 & 123 (Lat: 39.431667,  Lng: -84.191667),  Route carried "under" structure: State highway 48,  Year Built: 1971,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 9,066 (year 2006),  Truck Traffic: 7%,  Features Intersected: S48J*N(S48*N FUTURE)
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 2.207,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)