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

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Structure Number: 5701147,  Location: .27MI.N. OF GREENE COUNTY (Lat: 39.840000,  Lng: -84.060000),  Route carried "on" structure: State highway 4,  Year Built: 1959,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 13,625 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,448 (year 2027),  Design Load: HS 20,  Features Intersected: TRIBUTARY MAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.450,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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

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Structure Number: 5701171,  Location: .27MI.N. OF GREENE COUNTY (Lat: 39.840000,  Lng: -84.060000),  Route carried "on" structure: State highway 4,  Year Built: 1959,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 13,625 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,448 (year 2027),  Design Load: HS 20,  Features Intersected: TRIBUTARY MAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.450,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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

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Structure Number: 5701295,  Location: .41MI.S. OF CLARK COUNTY (Lat: 39.860000,  Lng: -84.056667),  Route carried "on" structure: State highway 4,  Year Built: 1957,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 12,950 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,640 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.580,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: Preformed Fabric

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Structure Number: 5701325,  Location: .41MI.S. OF CLARK COUNTY (Lat: 39.860000,  Lng: -84.056667),  Route carried "on" structure: State highway 4,  Year Built: 1957,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 12,950 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,640 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.580,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: Preformed Fabric

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Structure Number: 5701368,  Location: JCT. IR-70 (Lat: 39.863333,  Lng: -84.053333),  Route carried "on" structure: State highway 4,  Year Built: 1987,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 1,845 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,748 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.070,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: Meets minimum limits,  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: Latex Concrete

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Structure Number: 5706076,  Location: 1.14 MI.E. JCT. I-75 (Lat: 39.866389,  Lng: -84.167222),  Route carried "on" structure: Interstate 70,  Year Built: 2006,  Status: Temporarily open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 72,630 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 100,810 (year 2028),  Design Load: HS 25,  Features Intersected: GREAT MIAMI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.920,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 40.4m (132.5ft),  Out-to-Out Width: 42.4m (139.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior 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: 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: 5706092,  Location: 1.63MI.E. OF JCT. IR-75 (Lat: 39.866667,  Lng: -84.158333),  Route carried "on" structure: City street 18,  Year Built: 1958,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 100 (year 1974),  Average Future Daily Traffic: 98,284 (year 2027),  Design Load: H 10,  Features Intersected: I70,  Facility Carried by Structure: BRIDGEWATER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.400,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 570613,  Location: SR-202 & JCT I-70 (Lat: 39.869444,  Lng: -84.137500),  Route carried "on" structure: State highway 202,  Year Built: 2005,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 31,510 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 59,740 (year 2027),  Design Load: HS 25,  Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.800,  Lanes on structure: 7,  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: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 30.9m (101.4ft)

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 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5706149,  Location: .76 MI.W. JCT. SR-202 (Lat: 39.868611,  Lng: -84.108056),  Route carried "on" structure: Interstate 70,  Year Built: 2006,  Status: Temporarily open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 72,630 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 100,810 (year 2028),  Design Load: HS 25,  Features Intersected: TRIB. GREAT MIAMI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.370,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft)

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

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Structure Number: 5706203,  Location: JCT. SR-201 (Lat: 39.867500,  Lng: -84.100278),  Route carried "on" structure: Interstate 70,  Year Built: 2006,  Status: Temporarily open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 72,630 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 100,810 (year 2028),  Design Load: HS 25,  Features Intersected: SR-201
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.760,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.4m (139.1ft)

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: 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: 5706254,  Location: 1.03MI E OF LCT.SR-201 (Lat: 39.868611,  Lng: -84.108056),  Route carried "on" structure: Interstate 70,  Year Built: 2006,  Status: Temporarily open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 72,630 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 100,810 (year 2028),  Design Load: HS 25,  Features Intersected: DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.420,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.8m (137.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

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

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Structure Number: 570627,  Location: 1.13MI.E. OF JCT. SR-201 (Lat: 39.866667,  Lng: -84.078333),  Route carried "on" structure: County highway C0101,  Year Built: 1958,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 100 (year 1974),  Average Future Daily Traffic: 91,622 (year 2027),  Design Load: H 10,  Features Intersected: I70,  Facility Carried by Structure: BELLEFONTAIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: August 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5709504,  Location: .74MI N OF JCT IR70 (Lat: 39.878333,  Lng: -84.098333),  Route carried "on" structure: State highway 201,  Year Built: 1972,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,120 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,932 (year 2027),  Design Load: H 20,  Features Intersected: TRIBUTARY DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.930,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  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: 13.4m (44.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5709601,  Location: 1.57MI S OF JCT IR70 (Lat: 39.846667,  Lng: -84.140000),  Route carried "on" structure: State highway 202,  Year Built: 1971,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 23,681 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,121 (year 2027),  Design Load: HS 20,  Features Intersected: TRIB GREAT MIAMI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.270,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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

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Structure Number: 570966,  Location: .09M S.OF SR4 (Lat: 39.843333,  Lng: -84.058333),  Route carried "on" structure: Ramp State highway 235,  Year Built: 1959,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 6,375 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,737 (year 2027),  Design Load: H 20,  Features Intersected: S4,  Facility Carried by Structure: SR4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.350,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5709733,  Location: INTERSECTION IR70 (Lat: 39.865000,  Lng: -84.055000),  Route carried "on" structure: State highway 235,  Year Built: 1987,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 7,045 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,173 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I70,  Facility Carried by Structure: IR70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.620,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5709792,  Location: SR4 UNDERPASS RAMP (Lat: 39.865000,  Lng: -84.051667),  Route carried "on" structure: State highway 235,  Year Built: 1987,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 7,045 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,173 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: S4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.850,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 13.7m (44.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 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: Somewhat better than minimum adequacy,  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: Preformed Fabric

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Structure Number: 5770017,  Location: OVER GREAT MIAMI RIVER (Lat: 39.855000,  Lng: -84.168333),  Route carried "on" structure: City street M0228,  Year Built: 1974,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 13,134 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,823 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LT YORK OV GR MIAMI RIV,  Facility Carried by Structure: LITTLE YORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: July 89,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5770025,  Location: 1 MILE WEST OF SR 202 (Lat: 39.841667,  Lng: -84.160000),  Route carried "on" structure: City street M0108,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,700 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,748 (year 2027),  Design Load: HS 25,  Features Intersected: FISHBURG RD OV WILDCAT R,  Facility Carried by Structure: FISHBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5770033,  Location: .3 MI. W. OF SR202 (Lat: 39.841667,  Lng: -84.145000),  Route carried "on" structure: City street M0108,  Year Built: 1962,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,700 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,748 (year 2027),  Features Intersected: FISHBURG RD OV 6 MILE CR,  Facility Carried by Structure: FISHBURG RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 9.8m (32.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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 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

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Structure Number: 5770106,  Location: .6 MILE WEST OF SR 4 (Lat: 39.845000,  Lng: -84.071667),  Route carried "on" structure: City street M0228,  Year Built: 1955,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 8,700 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,382 (year 2027),  Features Intersected: CHMBRSBRG HENRY CR N BR,  Facility Carried by Structure: CHAMBERSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: 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,  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

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Structure Number: 5770114,  Location: .8 MILES WEST OF SR202 (Lat: 39.863333,  Lng: -84.153333),  Route carried "on" structure: City street M0218,  Year Built: 1970,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 12,500 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,848 (year 2027),  Design Load: HS 20,  Features Intersected: TAYLORSVILLE WILDCAT RUN,  Facility Carried by Structure: TAYLORSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5770122,  Location: .9 MILE WEST OF SR202 (Lat: 39.835000,  Lng: -84.158333),  Route carried "on" structure: City street M0110,  Year Built: 1995,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,149 (year 1993),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,595 (year 2027),  Design Load: HS 25,  Features Intersected: POWELL RD OV WILDCAT RUN,  Facility Carried by Structure: POWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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,  Membrane: Built-up,  Deck Protection: Bituminous

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Structure Number: 5770181,  Location: AT TAYLORSVILLE ROAD (Lat: 40.358333,  Lng: -84.061111),  Route carried "on" structure: City street M0525,  Year Built: 1900,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 485 (year 2001),  Average Future Daily Traffic: 673 (year 2024),  Design Load: HS 25,  Features Intersected: NEW CARLISLE OV STREAM,  Facility Carried by Structure: NEW CARLISLE PIKE
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  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: High priority of corrective action,  Waterway Adequacy: Superior 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,  Membrane: Preformed Fabric

Structure Number: 5770211,  Location: AT POWELL ROAD,  Route carried "on" structure: City street M0111,  Year Built: 1968,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 165 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 229 (year 2024),  Design Load: HS 15,  Features Intersected: ENDICOTT ROAD OV STREAM,  Facility Carried by Structure: ENDICOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 19.2m (63.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 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,  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

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Structure Number: 5770254,  Location: .4 MI W BELLEFONTAINE RD (Lat: 39.868897,  Lng: -84.087194),  Route carried "on" structure: City street M0112,  Year Built: 1930,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 377 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 523 (year 2024),  Design Load: HS 25,  Features Intersected: SHULL ROAD OVER STREAM,  Facility Carried by Structure: SHULL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

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: 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: June 2007,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Structure Number: 5770289,  Location: .4 MI W SR202 VIA MURDOCK,  Route carried "on" structure: City street M2288,  Year Built: 1960,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 881 (year 2001),  Average Future Daily Traffic: 1,223 (year 2024),  Features Intersected: LONGFELLOW ST OV STREAM,  Facility Carried by Structure: LONGFELLOW STREET
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  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: 5770297,  Location: .41 MILE WEST OF SR202,  Route carried "on" structure: City street M2289,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 346 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,045 (year 2027),  Features Intersected: LESTON ROAD OVER DITCH,  Facility Carried by Structure: LESTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  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 minimum 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: 5770343,  Location: .1 MILE EAST OF SR 202 (Lat: 39.848333,  Lng: -84.136667),  Route carried "on" structure: City street M0228,  Year Built: 1993,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,500 (year 1991),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,350 (year 2025),  Design Load: HS 25,  Features Intersected: CHMBRSBRG SIX MILE CREEK,  Facility Carried by Structure: CHAMBERSBURG ROAD
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

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

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Structure Number: 5770394,  Location: .8 MILE WEST OF SR202 (Lat: 39.835000,  Lng: -84.156667),  Route carried "on" structure: City street M0110,  Year Built: 2006,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,150 (year 1993),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,596 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: POWELL RD OV SIX MI CREE,  Facility Carried by Structure: POWELL 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: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: 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: Better than 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5701368,  Location: JCT. IR-70 (Lat: 39.863333,  Lng: -84.053333),  Route carried "under" structure: Interstate 70,  Year Built: 1987,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 59,940 (year 2006),  Truck Traffic: 32%,  Features Intersected: S4,  Facility Carried by Structure: SR-4
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 3.756,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 5706092,  Location: 1.63MI.E. OF JCT. IR-75 (Lat: 39.866667,  Lng: -84.158333),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 71,750 (year 2006),  Truck Traffic: 29%,  Features Intersected: C18(BRIDGEWATER ROAD),  Facility Carried by Structure: BRIDGEWATER RD.
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.287,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 570613,  Location: SR-202 & JCT I-70 (Lat: 39.869444,  Lng: -84.137500),  Route carried "under" structure: Interstate 70,  Year Built: 2005,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 64,950 (year 2006),  Truck Traffic: 31%,  Features Intersected: SR-202,  Facility Carried by Structure: SR-202
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 3.062,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 5706203,  Location: JCT. SR-201 (Lat: 39.867500,  Lng: -84.100278),  Route carried "under" structure: State highway 201,  Year Built: 2006,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 14,650 (year 2006),  Truck Traffic: 4%,  Features Intersected: IR-70,  Facility Carried by Structure: IR-70
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.148,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.7m (133.5ft)

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Structure Number: 570627,  Location: 1.13MI.E. OF JCT. SR-201 (Lat: 39.866667,  Lng: -84.078333),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 65,160 (year 2006),  Truck Traffic: 31%,  Features Intersected: C101(BELLEFONTAINE ROAD),  Facility Carried by Structure: BELLEFONTAIN RD.
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.558,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 570966,  Location: .09M S.OF SR4 (Lat: 39.843333,  Lng: -84.058333),  Route carried "under" structure: State highway 4,  Year Built: 1959,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 3,690 (year 2006),  Truck Traffic: 10%,  Features Intersected: S235*S C28(CHAMRBG RD)*W
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 3.682,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 5709733,  Location: INTERSECTION IR70 (Lat: 39.865000,  Lng: -84.055000),  Route carried "under" structure: Interstate 70,  Year Built: 1987,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 59,940 (year 2006),  Truck Traffic: 32%,  Features Intersected: SR-235
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.764,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 5709792,  Location: SR4 UNDERPASS RAMP (Lat: 39.865000,  Lng: -84.051667),  Route carried "under" structure: State highway 4,  Year Built: 1987,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 1,845 (year 2006),  Truck Traffic: 10%,  Features Intersected: SR-235,  Facility Carried by Structure: SR-235
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.912,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.7m (44.9ft)