U.S. Cities - City-Data Homepage  
City-Data Forum
City-Data.com Homepage

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

Back to: Evendale, OH, Ohio, Ohio forum, All US cities.





National Bridge Inventory (NBI) Statistics
Number of bridges: 15
Total length: 108 meters (354ft)
Total average daily traffic: 931,475
Total average daily truck traffic: 142,210
National Bridge Inventory (NBI) Registered Bridges for Evendale
No street view available for this location

New bridges - Historical Statistics

  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 2
  • 1960-1969: 10
  • 1970-1979: 1
  • 1980-1989: 0
  • 1990-1999: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Find on map >>   Show street view

Structure Number: 3102327,  Location: 0.21 MI S OF EVENDALE (Lat: 39.237200,  Lng: -84.431586),  Route carried "on" structure: US 42,  Year Built: 1976,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 16,020 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,236 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.290,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 3102343,  Location: 0.18 MI S OF SR 126 JCT (Lat: 39.251383,  Lng: -84.424342),  Route carried "on" structure: US 42,  Year Built: 1931,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 16,473 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,865 (year 2033),  Design Load: H 15,  Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.980,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: 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: July 11
Find on map >>   Show street view

Structure Number: 3104958,  Location: GLENDALE-MILFORD RD. (Lat: 39.254153,  Lng: -84.443556),  Route carried "on" structure: County highway 761,  Year Built: 1959,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 23,582 (year 1994),  Truck Traffic: 6%,  Average Future Daily Traffic: 197,748 (year 2033),  Design Load: HS 20,  Features Intersected: I75,  Facility Carried by Structure: GLENDALE-MILFORD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.420,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 11,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 3110745,  Location: 1.3 MI S OF SR 126 (Lat: 39.236050,  Lng: -84.450819),  Route carried "on" structure: County highway 7007,  Year Built: 1964,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 100 (year 1970),  Average Future Daily Traffic: 170,538 (year 2033),  Design Load: HS 20,  Features Intersected: I75 AND SB/NB COLLECTORS,  Facility Carried by Structure: SHEPHERD LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.020,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 11,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 3110834,  Location: .8 MI S OF SR 126 (Lat: 39.242358,  Lng: -84.450111),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 122,866 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 170,538 (year 2033),  Design Load: H 20,  Features Intersected: IR 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.540,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 11,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 3110869,  Location: .3 MI S OF SR 126 (Lat: 39.249097,  Lng: -84.445817),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 122,866 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 170,538 (year 2033),  Design Load: H 20,  Features Intersected: IR 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.380,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 3138607,  Location: .1 MI W OF US 42 (Lat: 39.255000,  Lng: -84.425000),  Route carried "on" structure: State highway 126,  Year Built: 1960,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 44,150 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 62,460 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: GLENDALE MILFORD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 3164969,  Location: .5 MI E OF IR 75 (Lat: 39.255000,  Lng: -84.435000),  Route carried "on" structure: City street GMR,  Year Built: 1960,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 24,750 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,353 (year 2025),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR-SORT,  Facility Carried by Structure: GLENDALE MILFORD R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 3164977,  Location: .6 MI E OF IR 75 (Lat: 39.255000,  Lng: -84.431667),  Route carried "on" structure: City street GMR,  Year Built: 1960,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 24,750 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,353 (year 2034),  Design Load: HS 20,  Features Intersected: NON-HIGHWAY,  Facility Carried by Structure: GLENDALE MILFORD R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 3164985,  Location: 0.7 MILES EAST IR 75 (Lat: 39.255000,  Lng: -84.430000),  Route carried "on" structure: City street GLEND,  Year Built: 1965,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 24,750 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,353 (year 2030),  Design Load: HS 20,  Features Intersected: RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3165094,  Location: 0.5 MILES OF GMR,  Route carried "on" structure: City street GMR,  Year Built: 1997,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 100 (year 1999),  Average Future Daily Traffic: 139 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: MEDALLION DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 3104958,  Location: GLENDALE-MILFORD RD. (Lat: 39.254153,  Lng: -84.443556),  Route carried "under" structure: Interstate 75,  Year Built: 1959,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 142,470 (year 2009),  Truck Traffic: 16%,  Features Intersected: GLENDALE-MILFORD RD.,  Facility Carried by Structure: GLENDALE-MILFORD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.295,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

Find on map >>   Show street view

Structure Number: 3110745,  Location: 1.3 MI S OF SR 126 (Lat: 39.236050,  Lng: -84.450819),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 122,866 (year 2009),  Truck Traffic: 18%,  Features Intersected: SHEPHERD LANE,  Facility Carried by Structure: SHEPHERD LN
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.208,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 3110834,  Location: .8 MI S OF SR 126 (Lat: 39.242358,  Lng: -84.450111),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 122,866 (year 2009),  Truck Traffic: 18%,  Features Intersected: RAMP C
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.157,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

Find on map >>   Show street view

Structure Number: 3110869,  Location: .3 MI S OF SR 126 (Lat: 39.249097,  Lng: -84.445817),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 122,866 (year 2009),  Truck Traffic: 18%,  Features Intersected: IR 75
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.236,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Jump to a detailed profile or search site with Google Custom Search
Business Search - 14 Million verified businesses
Search for: near: 

Discuss this city on our hugely popular Ohio forum

Back to: Evendale, OH, Ohio, All US cities.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2014 Advameg, Inc.