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

Find on map >>   Show street view

Structure Number: 2903156,  Location: .6 MI S BEAVERCREEK S COR (Lat: 39.672950,  Lng: -84.099739),  Route carried "on" structure: Interstate 675,  Year Built: 1986,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 40,824 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 56,664 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: C80(SWIGART ROAD),  Facility Carried by Structure: WB SWIGART RD C80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.382,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 12 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-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 2903164,  Location: .6 MI S BEAVERCREEK S COR (Lat: 39.672869,  Lng: -84.099361),  Route carried "on" structure: Interstate 675,  Year Built: 1986,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 40,824 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 56,664 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: C80(SWIGART ROAD),  Facility Carried by Structure: EB SWIGART RD C80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.382,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 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-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 290318,  Location: .4 MI S BEAVERCREEK S COR (Lat: 39.676950,  Lng: -84.100039),  Route carried "on" structure: Interstate 675,  Year Built: 1983,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 81,647 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 113,326 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TRIB LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.832,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 2934574,  Location: 0.83 mi N of Wilm-Day (Lat: 39.671281,  Lng: -84.097689),  Route carried "on" structure: County highway C0011,  Year Built: 1970,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 102 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,091 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE SUGARCREEK,  Facility Carried by Structure: BROWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 2938669,  Location: 0.52 mi E of GRE Co Line (Lat: 39.672889,  Lng: -84.098681),  Route carried "on" structure: County highway C0080,  Year Built: 1987,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,918 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,557 (year 2039),  Design Load: HS 20,  Features Intersected: LITTLE SUGAR CREEK,  Facility Carried by Structure: SWIGART RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 5711983,  Location: 1.4MI S OF JCT USR35 (Lat: 39.725789,  Lng: -84.122419),  Route carried "on" structure: State highway 835,  Year Built: 1967,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 22,617 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,392 (year 2035),  Design Load: HS 20,  Features Intersected: BR LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: October 2021

Find on map >>   Show street view

Structure Number: 5712084,  Location: .17MI W OF GREENE CO. (Lat: 39.717231,  Lng: -84.108039),  Route carried "on" structure: State highway 835,  Year Built: 1986,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 9,875 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,706 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.136,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 5733232,  Location: 400 FT N. OF WILMINGTON (Lat: 39.686450,  Lng: -84.127731),  Route carried "on" structure: City street M0074,  Year Built: 2018,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 11,503 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,966 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: Little Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 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: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable 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 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5746493,  Location: .9 MI EAST OF SR 741 (Lat: 39.670561,  Lng: -84.203331),  Route carried "on" structure: County highway C0078,  Year Built: 2011,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 15,758 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,872 (year 2035),  Design Load: HL 93,  Features Intersected: Holes Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5746566,  Location: .2 MILES S OF STROOP RD (Lat: 39.691139,  Lng: -84.205111),  Route carried "on" structure: County highway T2160,  Year Built: 1959,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,260 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,749 (year 2039),  Design Load: HL 93,  Features Intersected: Owendale/Routsong Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 575231,  Location: 200 FT EAST MAD RIVER RD (Lat: 39.654719,  Lng: -84.193431),  Route carried "on" structure: County highway C0078,  Year Built: 1987,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 9,840 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,658 (year 2037),  Design Load: HL 93,  Features Intersected: Holes Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 5752795,  Location: AT RAHN ROAD (Lat: 39.665881,  Lng: -84.200189),  Route carried "on" structure: County highway C0078,  Year Built: 2000,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 9,400 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,047 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY HOLES CREEK,  Facility Carried by Structure: ALEX BELLBROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 14.6m (47.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable 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 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 576,  Location: 400 East of Galewood St (Lat: 39.707050,  Lng: -84.116581),  Route carried "on" structure: City street OVALE,  Year Built: 2013,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,500 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,792 (year 2032),  Design Load: HL 93,  Features Intersected: BR of Little Beaver Ck,  Facility Carried by Structure: Vale Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5763097,  Location: Rdgway Rd over Dorothy Ln (Lat: 39.704419,  Lng: -84.177211),  Route carried "on" structure: City street RDGWY,  Year Built: 2021,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,803 (year 2040),  Design Load: HL 93,  Features Intersected: DORTHY LANE,  Facility Carried by Structure: RIDGEWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.682,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  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: 12.6m (41.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other

Find on map >>   Show street view

Structure Number: 5763118,  Location: WLTSHR BLVD AT BRDMR DR (Lat: 39.713689,  Lng: -84.154139),  Route carried "on" structure: City street BRDMR,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 100 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 139 (year 2012),  Design Load: HS 20,  Features Intersected: STORM SEWERS BR L BVR CK,  Facility Carried by Structure: WLTSHR BLVD & BRDM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 2021

Find on map >>   Show street view

Structure Number: 5763126,  Location: 400 FT EAST OF WOODMAN DR (Lat: 39.696831,  Lng: -84.122700),  Route carried "on" structure: City street DNUBE,  Year Built: 1974,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 278 (year 2012),  Design Load: HS 20+Mod,  Features Intersected: BR OF LITTLE BEAVER CREE,  Facility Carried by Structure: DANUBE COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 5763151,  Location: 65' E. OF S. PATT BLVD (Lat: 39.724219,  Lng: -84.196919),  Route carried "on" structure: City street 1Q36,  Year Built: 2019,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 4,120 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,719 (year 2035),  Design Load: HL 93,  Features Intersected: 1N06 (SOUTH DIXIE AVE),  Facility Carried by Structure: SCHANTZ AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 5763178,  Location: 200 Ft East Of Galewood (Lat: 39.704550,  Lng: -84.118231),  Route carried "on" structure: City street GHENT,  Year Built: 2018,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 694 (year 2039),  Design Load: HL 93,  Features Intersected: BR OF LITTLE BEAVER CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 5763208,  Location: .32 miles E of Woodman Dr (Lat: 39.688150,  Lng: -84.121931),  Route carried "on" structure: City street M0088,  Year Built: 2017,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 13,889 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,278 (year 2036),  Design Load: HL 93,  Features Intersected: Little Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.403,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5763258,  Location: .1 MI E OF WOODMAN DRIVE (Lat: 39.701731,  Lng: -84.120339),  Route carried "on" structure: City street M0612,  Year Built: 2010,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 23,333 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,386 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Little Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.065,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5763282,  Location: 500 FT NORTH OF VALE DR (Lat: 39.708400,  Lng: -84.118489),  Route carried "on" structure: City street GALWD,  Year Built: 1962,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 4,090 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,677 (year 2012),  Design Load: HS 15,  Features Intersected: BR OF LITTLE BEAVER CRK,  Facility Carried by Structure: GALEWOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5763312,  Location: .4 MILE N OF DOROTHY LANE (Lat: 39.710000,  Lng: -84.143081),  Route carried "on" structure: City street M0085,  Year Built: 1963,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 30,796 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,745 (year 2038),  Design Load: H 20,  Features Intersected: Little Beaver Creek,  Facility Carried by Structure: Wilmington Pike
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.826,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 5763339,  Location: .3 MILE N OF DOROTHY LANE (Lat: 39.707919,  Lng: -84.123750),  Route carried "on" structure: City street M0074,  Year Built: 1971,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 24,012 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,329 (year 2038),  Design Load: HS 20,  Features Intersected: Little Beaver Creek,  Facility Carried by Structure: Woodman Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5763347,  Location: 900 FT S OF STROOP RD (Lat: 39.690731,  Lng: -84.201300),  Route carried "on" structure: City street TAIT,  Year Built: 1980,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 555 (year 2040),  Design Load: HS 20,  Features Intersected: MORAINE DRAINAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

Find on map >>   Show street view

Structure Number: 5763401,  Location: 200 FT WEST OF POBST DR (Lat: 39.691661,  Lng: -84.121600),  Route carried "on" structure: City street HAKNY,  Year Built: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 278 (year 2012),  Design Load: HS 20,  Features Intersected: BR OF LITTLE BEAVER CREE,  Facility Carried by Structure: HACKNEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5763487,  Location: 600 FT SOUTH OF PATTERSON (Lat: 39.721361,  Lng: -84.129139),  Route carried "on" structure: City street REMBT,  Year Built: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,400 (year 1993),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,331 (year 2013),  Design Load: HS 20,  Features Intersected: BR OF LITTLE BEAVER CREE,  Facility Carried by Structure: REMBRANDT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  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: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

Find on map >>   Show street view

Structure Number: 5763517,  Location: 700 FT WEST OF WILMINGTON (Lat: 39.708119,  Lng: -84.145300),  Route carried "on" structure: City street ANSEL,  Year Built: 1982,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 900 (year 1993),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,249 (year 2013),  Design Load: HS 20+Mod,  Features Intersected: BR OF LITTLE BEAVER CREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5763568,  Location: .2 MILES WEST OF SR835 (Lat: 39.722789,  Lng: -84.126700),  Route carried "on" structure: City street M0611,  Year Built: 1991,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 12,937 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,957 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Little Beaver Creek,  Facility Carried by Structure: Patterson Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum 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 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5763592,  Location: STHRN BLVD AT STRP RD (Lat: 39.691731,  Lng: -84.193739),  Route carried "on" structure: City street 1N73,  Year Built: 1940,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,860 (year 2040),  Design Load: HS 20,  Features Intersected: STORM SEWERS,  Facility Carried by Structure: STHRN BLVD & STRP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: August 2021

Find on map >>   Show street view

Structure Number: 5763622,  Location: 1900 FT N OF DOROTHY LANE (Lat: 39.707911,  Lng: -84.127681),  Route carried "on" structure: City street DELCO,  Year Built: 1975,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 139 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal 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: 18.6m (61.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 24 months,  Inspection Date: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5763657,  Location: .13 MILES NORTH OF SR 835 (Lat: 39.721639,  Lng: -84.106861),  Route carried "on" structure: City street M0115,  Year Built: 2001,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 8,544 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,859 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Little Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 5763665,  Location: .7 MILES NORTH SR835 (Lat: 39.728239,  Lng: -84.109081),  Route carried "on" structure: City street M0115,  Year Built: 2002,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 8,544 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,859 (year 2038),  Design Load: HS 20,  Features Intersected: Trib to Little Beaver Cr,  Facility Carried by Structure: Spaulding Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 5763827,  Location: 600 FT N OF ANSEL DR (Lat: 39.710869,  Lng: -84.149119),  Route carried "on" structure: City street WEST,  Year Built: 1980,  Status: Posted for load-capacity,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 250 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 347 (year 2032),  Design Load: HS 20,  Features Intersected: BR OF LITTLE BEAVER CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 2903156,  Location: .6 MI S BEAVERCREEK S COR (Lat: 39.672950,  Lng: -84.099739),  Route carried "under" structure: County highway 80,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,842 (year 2015),  Truck Traffic: 5%,  Features Intersected: I675*S
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 80.467,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 2903164,  Location: .6 MI S BEAVERCREEK S COR (Lat: 39.672869,  Lng: -84.099361),  Route carried "under" structure: County highway 80,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,842 (year 2015),  Truck Traffic: 5%,  Features Intersected: I675*N
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 83.686,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 5763097,  Location: Rdgway Rd over Dorothy Ln (Lat: 39.704419,  Lng: -84.177211),  Route carried "under" structure: City street 1N36,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 1,295 (year 2015),  Truck Traffic: 5%,  Features Intersected: Ridgeway Road,  Facility Carried by Structure: Dorothy Lane
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 2.157,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

Find on map >>   Show street view

Structure Number: 5763151,  Location: 65' E. OF S. PATT BLVD (Lat: 39.724219,  Lng: -84.196919),  Route carried "under" structure: County highway 1N06,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: 01Q36 (SCHANTZ AVE),  Facility Carried by Structure: S PATTERSON BLVD
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 1.835,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 9.8m (32.2ft)