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

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Structure Number: 1100742, Location: 2.02MI.E. OF JCT. SR-560 (Lat: 40.107350, Lng: -83.799547), Route carried "on" structure: US 36, Year Built: 1994, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 5,530 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 7,676 (year 2033), Design Load: HS 20+Mod, Features Intersected: MAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: 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: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 1100793, Location: .41MI. W. OF JCT. USR-68 (Lat: 40.108578, Lng: -83.760192), Route carried "on" structure: US 36, Year Built: 1993, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 9,840 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 13,658 (year 2033), Design Load: HS 20+Mod, Features Intersected: DUGAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.470, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum 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: January 12, 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: 1100858, Location: .12 MI. W. OF JCT. USR68 (Lat: 40.108197, Lng: -83.754717), Route carried "on" structure: US 36, Year Built: 1900, Year Reconstructed: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,840 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 13,658 (year 2033), Design Load: HS 20+Mod, Features Intersected: UNNAMED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.940, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 12

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Structure Number: 1101323, Location: 2.49MI.N. OF JCT. SR-4 (Lat: 40.041531, Lng: -83.689761), Route carried "on" structure: State highway 54, Year Built: 1966, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 760 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 1,055 (year 2033), Design Load: H 15, Features Intersected: DUGAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.780, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 22.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1101331, Location: 3.44MI.N.OF JCT. SR-4 (Lat: 40.049506, Lng: -83.697036), Route carried "on" structure: State highway 54, Year Built: 1988, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 760 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 1,055 (year 2033), Design Load: HS 20+Mod, Features Intersected: DUGAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.310, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1101641, Location: 1.29 MI W OF JCT. USR68 (Lat: 40.091400, Lng: -83.777772), Route carried "on" structure: State highway 55, Year Built: 1990, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 1,610 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 2,457 (year 2033), Design Load: HS 20+Mod, Features Intersected: CONRAIL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.640, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 12, 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: 1101773, Location: .66 MILE N. OF CLA CO. LI (Lat: 40.033103, Lng: -83.795292), Route carried "on" structure: US 68, Year Built: 1999, Status: Open, Structure Length: 5.29m (17.36ft), Average Daily Traffic: 6,215 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2030), Design Load: HS 20+Mod, Features Intersected: I&O RR & BIKEPATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.060, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 12, 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: 1101803, Location: .66 MI. N.CLARK CO. LINE (Lat: 40.033103, Lng: -83.795292), Route carried "on" structure: US 68, Year Built: 1999, Status: Open, Structure Length: 5.29m (17.36ft), Average Daily Traffic: 6,215 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2030), Design Load: HS 20+Mod, Features Intersected: I&O RR & BIKEPATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.060, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 12, 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: 1101838, Location: 1.19 MI N. CLARK CO. LINE (Lat: 40.036647, Lng: -83.786336), Route carried "on" structure: US 68, Year Built: 1999, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 6,215 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2030), Design Load: HS 20+Mod, Features Intersected: MOORE'S RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.920, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 12, 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: 1101846, Location: 1.19 MI N. CLARK CO. LINE (Lat: 40.036647, Lng: -83.786336), Route carried "on" structure: US 68, Year Built: 1999, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 6,215 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 9,223 (year 2030), Design Load: HS 20+Mod, Features Intersected: MOORE'S RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.920, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)

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

Structure Number: 1160044, Location: NO DATA, Route carried "on" structure: City street DUGAN, Year Built: 1973, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 2,440 (year 1951), Average Future Daily Traffic: 3,387 (year 2029), Design Load: HS 20, Features Intersected: DUGAN ST. OVER CONRAIL, 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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 116006, Location: 1 MI S OF JCT USR 36, Route carried "on" structure: County highway 105, Year Built: 1900, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 1,388 (year 2032), Features Intersected: CONRAIL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing

Structure Number: 1160087, Location: 0.25 MI S OF JCT USR 36, Route carried "on" structure: City street EDGWD, Year Built: 1900, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 1,388 (year 2032), Features Intersected: DUGAR RUN, Facility Carried by Structure: EDGEWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 11, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1160338, Location: .28 MI E OF US ROUTE 36 (Lat: 40.105000, Lng: -83.781667), Route carried "on" structure: City street C0104, Year Built: 1945, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 300 (year 1951), Truck Traffic: 10%, Average Future Daily Traffic: 416 (year 2032), Design Load: H 15, Features Intersected: DUGAN DITCH, Facility Carried by Structure: MUZZYS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 33.4 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 desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 116037, Location: 0.37 MI E OF USR68 (Lat: 40.118578, Lng: -83.743758), Route carried "on" structure: City street BL00M, Year Built: 2009, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,480 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 3,442 (year 2032), Design Load: HS 20+Mod, Features Intersected: DUGAN RUN, Facility Carried by Structure: BLOOMFIELD AVENUE
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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1160397, Location: 0.43 MI E OF USR68 (Lat: 40.119325, Lng: -83.742386), Route carried "on" structure: City street MAPLE, Year Built: 2009, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 400 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 555 (year 2032), Design Load: HS 20+Mod, Features Intersected: DUGAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1100815, Location: .3MI.W. OF JCT. USR-68 (Lat: 40.108422, Lng: -83.758106), Route carried "under" structure: US 36, Year Built: 1926, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 9,840 (year 2008), Truck Traffic: 7%, Features Intersected: INDIANA&OHIO RR(MIAMI ST, Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 2.365, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 15.0m (49.2ft)

Structure Number: 1160109, Location: 0.25 MI E OF JCT TR 105, Route carried "under" structure: City street MRPK0, Year Built: 1900, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 1%, Features Intersected: MAD RIVER PIKE, Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 3.38m (11.09ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.1m (43.0ft)

Structure Number: 1160125, Location: 0.3 MI E OF JCT TR 105, Route carried "under" structure: City street MRPK0, Year Built: 1900, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 1%, Features Intersected: MAD RIVER PIKE, Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 2.97m (9.74ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 7.0m (23.0ft)

Structure Number: 1160141, Location: 0.3 MI W OF JCT USR 68, Route carried "under" structure: City street CWAY0, Year Built: 1926, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 1%, Features Intersected: COLLEGE WAY, Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.4m (30.8ft)

Structure Number: 1160176, Location: 0.3 MI W OF US 68, Route carried "under" structure: City street GWNST, Year Built: 1926, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 1%, Features Intersected: GWYNNE STREET, Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 12.8m (42.0ft)

Structure Number: 1160192, Location: 0.3 MI W OF USR 68, Route carried "under" structure: City street PNDST, Year Built: 1926, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 1%, Features Intersected: PINDAR STREET, Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.4m (21.0ft)

Structure Number: 1160214, Location: 0.35 MI W OF USR 68, Route carried "under" structure: City street WLTST, Year Built: 1926, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 1%, Features Intersected: WEST LIGHT STREET, Facility Carried by Structure: CONRAIL RAILROAD
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.4m (21.0ft)