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Bridge Statistics for Troy, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Troy, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 35 Total length: 167 meters (548ft) Total costs: $1,639,000 Total average daily traffic: 625,199 Total average daily truck traffic: 134,352 National Bridge Inventory (NBI) Registered Bridges for Troy
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 5500699, Location: .58M W.OF SR202 (Lat: 40.030000, Lng: -84.186667), Route carried "on" structure: State highway 41, Year Built: 1960, Status: Open, Structure Length: 23.10m (75.79ft), Average Daily Traffic: 6,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 8,800 (year 2028), Design Load: H 20, Features Intersected: GREAT MIAMI RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.410, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) 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: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 5500753, Location: JCT. IR-75 (Lat: 40.051667, Lng: -84.231667), Route carried "on" structure: State highway 41, Year Built: 1957, Year Reconstructed: 1977, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 34,570 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 53,174 (year 2028), Design Load: HS 20+Mod, Features Intersected: IR 75 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.090, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 5501326, Location: .9MI.W. OF JCT. IR-75 (Lat: 40.020000, Lng: -84.246667), Route carried "on" structure: State highway 55, Year Built: 1968, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 6,670 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 8,245 (year 2028), Design Load: H 15, Features Intersected: WEST BR.OF PETERS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.360, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 550135, Location: JCT. IR-75 (Lat: 40.025000, Lng: -84.231667), Route carried "on" structure: State highway 55, Year Built: 1968, Year Reconstructed: 2002, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 9,140 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 11,756 (year 2028), Design Load: HS 20+Mod, Features Intersected: IR 75 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.810, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft) 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5501385, Location: JCT.IR-75 (Lat: 40.025000, Lng: -84.231667), Route carried "on" structure: State highway 55, Year Built: 1957, Year Reconstructed: 2002, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 9,140 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 11,756 (year 2028), Design Load: HS 20+Mod, Features Intersected: IR 75 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.810, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft) 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5501415, Location: .27MI.E. OF JCT. IR-75 (Lat: 40.026667, Lng: -84.226667), Route carried "on" structure: State highway 55, Year Built: 1968, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,140 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 9,619 (year 2028), Design Load: H 20, Features Intersected: PETERS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, 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: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than 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: Bituminous Find on map >>
Structure Number: 5501474, Location: .27MI.E. OF JCT. IR-75 (Lat: 40.026667, Lng: -84.226667), Route carried "on" structure: State highway 55, Year Built: 1968, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,140 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 9,619 (year 2028), Design Load: H 20, Features Intersected: PETERS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, 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: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than 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: Bituminous Find on map >>
Structure Number: 5501504, Location: .1MI.N. OF JCT. SR-41 (Lat: 40.041667, Lng: -84.201667), Route carried "on" structure: State highway 55, Year Built: 1961, Status: Open, Structure Length: 15.12m (49.61ft), Average Daily Traffic: 14,570 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 17,031 (year 2028), Design Load: H 20, Features Intersected: GREAT MIAMI RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.040, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, 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: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2007, Underwater Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 5501547, Location: .35MI.E. OF JCT. SR-202 (Lat: 40.041667, Lng: -84.176667), Route carried "on" structure: State highway 55, Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,150 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 8,786 (year 2028), Design Load: HS 20, Features Intersected: TRIB TO MIAMI RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007 Find on map >>
Structure Number: 5502101, Location: .57MI.S. OF JCT. SR-55 (Lat: 40.018333, Lng: -84.230000), Route carried "on" structure: Interstate 75, Year Built: 1957, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 64,330 (year 2006), Truck Traffic: 28%, Average Future Daily Traffic: 90,525 (year 2028), Design Load: HS 20, Features Intersected: W. BRANCH OF PETERS CREE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.720, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007 Find on map >>
Structure Number: 5502225, Location: RAMP SB I-75 TO SR-55 (Lat: 40.026667, Lng: -84.231667), Route carried "on" structure: Interstate 75, Year Built: 1968, Year Reconstructed: 2002, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 23,630 (year 1975), Average Future Daily Traffic: 32,798 (year 2028), Design Load: HS 20+Mod, Features Intersected: RAMP C OVER PETERS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.770, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5502284, Location: 7.93 MI. N. OF MOT.CO. LN (Lat: 40.026667, Lng: -84.231667), Route carried "on" structure: Interstate 75, Year Built: 1957, Year Reconstructed: 2002, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 31,575 (year 2006), Truck Traffic: 28%, Average Future Daily Traffic: 44,347 (year 2028), Design Load: HS 20+Mod, Features Intersected: PETERS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.770, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.2m (69.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5502314, Location: 7.93 MI.N. OF MOT. CO. LN (Lat: 40.026667, Lng: -84.231667), Route carried "on" structure: Interstate 75, Year Built: 1957, Year Reconstructed: 2002, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 31,575 (year 2006), Truck Traffic: 28%, Average Future Daily Traffic: 44,347 (year 2028), Design Load: HS 20+Mod, Features Intersected: PETERS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.770, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.2m (69.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Better than 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5502357, Location: RAMP TO SR-55 (Lat: 40.026667, Lng: -84.231667), Route carried "on" structure: Ramp Interstate 75, Year Built: 2002, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 4,042 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 5,610 (year 2024), Design Load: HS 20+Mod, Features Intersected: PETER'S CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.770, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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 Find on map >>
Structure Number: 5502438, Location: 1.0 MI N OF SR 55 (Lat: 40.040000, Lng: -84.231667), Route carried "on" structure: County highway 133, Year Built: 2000, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 2,240 (year 1996), Truck Traffic: 4%, Average Future Daily Traffic: 87,652 (year 2029), Design Load: HS 20+Mod, Features Intersected: I-75, Facility Carried by Structure: MCKAIG ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.460, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5504724, Location: SR718 OVER IR75 (Lat: 40.030000, Lng: -84.230000), Route carried "on" structure: State highway 718, Year Built: 2001, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 3,310 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 5,413 (year 2024), Design Load: HS 20+Mod, Features Intersected: IR75 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.340, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Excellent, Superstructure: Excellent, 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: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5535018, Location: 1.27 MI N OF CR137 (Lat: 40.027825, Lng: -84.216667), Route carried "on" structure: City street 149, Year Built: 2007, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 7,427 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 10,004 (year 2026), Design Load: HS 20+Mod, Features Intersected: TROY CONCORD DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.3m (56.8ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal 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: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 5536855, Location: 0.11 W & S OF CR25A (Lat: 40.048333, Lng: -84.213333), Route carried "on" structure: City street 244, Year Built: 1964, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 317 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 440 (year 2027), Design Load: H 20, Features Intersected: MORGAN DITCH, Facility Carried by Structure: HARRISON STREET 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), 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 or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, 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: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5537126, Location: ADAMS ST IN TROY (Lat: 40.043333, Lng: -84.208333), Route carried "on" structure: City street 14, Year Built: 1922, Year Reconstructed: 1991, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 10,731 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 14,895 (year 2028), Design Load: H 15, Features Intersected: MIAMI RIVER, Facility Carried by Structure: ADAMS ST 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), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 33.3 metric tons, Inventory Rating: 23.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.81m (64.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,232,000, Roadway Improvement Cost: $20,000, Total Project Cost: $1,252,000 ( Estimate for 2000), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 553729, Location: 0.18 S OF CR244 (Lat: 40.048333, Lng: -84.213333), Route carried "on" structure: City street 25A, Year Built: 1979, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,598 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 13,322 (year 2027), Design Load: HS 20, Features Intersected: MORGAN DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Very 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5560004, Location: 803 STONYRIDGE AT KIDDER (Lat: 40.033333, Lng: -84.166667), Route carried "on" structure: City street 4G100, Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,229 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 4,482 (year 2023), Design Load: HS 20, Features Intersected: KIDDER DITCH, Facility Carried by Structure: STONYRIDGE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 5560055, Location: 1158 STONYRIDGE AVENUE (Lat: 40.050000, Lng: -84.183333), Route carried "on" structure: City street 46100, Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,151 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 7,150 (year 2026), Design Load: HS 20, Features Intersected: DEWEESE DITCH, Facility Carried by Structure: STONYRIDGE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 5560179, Location: TERRY DR AT DEWEESE DITCH (Lat: 40.033333, Lng: -84.183333), Route carried "on" structure: City street TERY0, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 292 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 405 (year 2023), Design Load: HS 20, Features Intersected: KIDDER DEWEESE DITCH, Facility Carried by Structure: TERRY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 5560225, Location: SKYLARK DRIVE AT DEWEESE (Lat: 40.033333, Lng: -84.183333), Route carried "on" structure: City street SKYL0, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,043 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 2,836 (year 2029), Design Load: HS 20, Features Intersected: KIDDER DEWEESE DITCH, Facility Carried by Structure: SKYLARK DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5560284, Location: N ADAMS ST RR OVERPASS (Lat: 40.050000, Lng: -84.183333), Route carried "on" structure: City street RG160, Year Built: 1974, Year Reconstructed: 1993, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 5,492 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 7,623 (year 2025), Design Load: HS 20, Features Intersected: CHESSIE SYSTEM RAILROAD, Facility Carried by Structure: NORTH ADAMS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $35,000, Total Project Cost: $380,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 556033, Location: MAPLECREST AT KIDDERDITCH (Lat: 40.050000, Lng: -84.183333), Route carried "on" structure: City street MAPC0, Year Built: 1975, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,240 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 1,721 (year 2027), Design Load: HS 20, Features Intersected: KIDDER DITCH, Facility Carried by Structure: MAPLECREST DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 5560381, Location: N RIDGE AVE AT TRADE SQ (Lat: 40.033333, Lng: -84.216667), Route carried "on" structure: City street NRIG0, Year Built: 1948, Year Reconstructed: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,866 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 5,366 (year 2029), Design Load: HS 20, Features Intersected: MORGAN DITCH, Facility Carried by Structure: N RIDGE AVE 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: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.55m (1.80ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $1,000, Total Project Cost: $7,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5560551, Location: MUMFORD DRIVE (Lat: 40.033333, Lng: -84.216667), Route carried "on" structure: City street MUMF0, Year Built: 1992, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 422 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 519 (year 2017), Design Load: HS 20, Features Intersected: MAY DITCH, Facility Carried by Structure: MUMFORD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft) Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to 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: August 1995 Find on map >>
Structure Number: 5560616, Location: SOUTH DORSET ROAD (Lat: 40.028333, Lng: -84.228056), Route carried "on" structure: City street ARMD0, Year Built: 1996, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 3,580 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 4,969 (year 2023), Design Load: HS 20, Features Intersected: MAY DITCH, Facility Carried by Structure: SOUTH DORSET ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5560667, Location: WAYNE (Lat: 40.033889, Lng: -84.223333), Route carried "on" structure: City street WAYNE, Year Built: 1997, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 100 (year 2000), Average Future Daily Traffic: 139 (year 2026), Design Load: HS 20, Features Intersected: MAY DITCH 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: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 5500753, Location: JCT. IR-75 (Lat: 40.051667, Lng: -84.231667), Route carried "under" structure: Interstate 75, Year Built: 1957, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 56,889 (year 2006), Truck Traffic: 30%, Features Intersected: SR 41, Facility Carried by Structure: SR-41 Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 1.563, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 550135, Location: JCT. IR-75 (Lat: 40.025000, Lng: -84.231667), Route carried "under" structure: Interstate 75, Year Built: 1968, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 63,150 (year 2006), Truck Traffic: 28%, Features Intersected: SR 55, Facility Carried by Structure: SR-55 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.265, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 5501385, Location: JCT.IR-75 (Lat: 40.025000, Lng: -84.231667), Route carried "under" structure: Interstate 75, Year Built: 1957, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 63,150 (year 2006), Truck Traffic: 28%, Features Intersected: SR 55, Facility Carried by Structure: SR-55 Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 1.264, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 5502438, Location: 1.0 MI N OF SR 55 (Lat: 40.040000, Lng: -84.231667), Route carried "under" structure: Interstate 75, Year Built: 2000, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 63,150 (year 2006), Truck Traffic: 28%, Features Intersected: MCKAIG ROAD, Facility Carried by Structure: MCKAIG ROAD Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 1.425, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft) Find on map >>
Structure Number: 5504724, Location: SR718 OVER IR75 (Lat: 40.030000, Lng: -84.230000), Route carried "under" structure: Interstate 75, Year Built: 2001, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 63,150 (year 2006), Truck Traffic: 28%, Features Intersected: SR718, Facility Carried by Structure: SR718 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.425, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Discuss this city on our hugely popular Ohio forum Back to: Troy, OH, Ohio, All US cities.
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