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Bridge Statistics for West Carrollton City, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: West Carrollton City, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 176 meters (577ft) Total average daily traffic: 560,076 Total average daily truck traffic: 74,092 National Bridge Inventory (NBI) Registered Bridges for West Carrollton City
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 5706572, Location: 3.44MI.S. OF JCT. SR-741 (Lat: 39.673333, Lng: -84.233333), Route carried "on" structure: Interstate 75, Year Built: 1960, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 51,390 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 66,416 (year 2027), Design Load: HS 20, Features Intersected: ALEX BELL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.880, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5706602, Location: 3.44MI.S OF JCT. SR-741 (Lat: 39.675000, Lng: -84.233333), Route carried "on" structure: Interstate 75, Year Built: 1960, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 51,390 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 66,416 (year 2027), Design Load: HS 20, Features Intersected: ALEX BELL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.880, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5706637, Location: 3.19MI.S OF JCT. SR-741 (Lat: 39.678333, Lng: -84.231667), Route carried "on" structure: Interstate 75, Year Built: 1960, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 52,120 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 69,351 (year 2027), Design Load: HS 20+Mod, Features Intersected: CRR EAST DIXIE DRIVE*E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.280, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5706661, Location: 3.19MI.S. OF JCT. SR-741 (Lat: 39.678333, Lng: -84.231667), Route carried "on" structure: Interstate 75, Year Built: 1960, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 52,120 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 69,351 (year 2027), Design Load: HS 20+Mod, Features Intersected: CRR EAST DIXIE DRIVE*E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.280, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 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: 19.4m (63.6ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5706726, Location: 2.92MI.S OF JCT. SR-741 (Lat: 39.681667, Lng: -84.230000), Route carried "on" structure: Interstate 75, Year Built: 1966, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 52,120 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 69,351 (year 2027), Design Load: HS 20+Mod, Features Intersected: (I75*S)RMP CENTRAL AVE*W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.720, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 570675, Location: 2.92MI.S. OF JCT. SR-741 (Lat: 39.681667, Lng: -84.230000), Route carried "on" structure: Interstate 75, Year Built: 1966, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 52,120 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 69,351 (year 2027), Design Load: HS 20+Mod, Features Intersected: (I75*S)RMP CENTRAL AVE*W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.720, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.2m (56.4ft) 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5706769, Location: 2.92MI.S OF JCT. SR-741 (Lat: 39.681667, Lng: -84.230000), Route carried "on" structure: Ramp Interstate 75, Year Built: 1964, Status: Open, Structure Length: 16.12m (52.89ft), Average Daily Traffic: 64,110 (year 1972), Average Future Daily Traffic: 88,985 (year 2027), Design Load: HS 20+Mod, Features Intersected: (I75*N)RMP CENTRAL AVE*W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.720, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5706785, Location: 2.72MI.S. OF JCT. SR-741 (Lat: 39.683333, Lng: -84.230000), Route carried "on" structure: Interstate 75, Year Built: 1966, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 52,120 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 69,351 (year 2027), Design Load: HS 20, Features Intersected: HOLES CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.040, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5706815, Location: 2.72MI.S. OF JCT. SR-741 (Lat: 39.685000, Lng: -84.230000), Route carried "on" structure: Interstate 75, Year Built: 1966, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 52,120 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 69,351 (year 2027), Design Load: HS 20, Features Intersected: HOLES CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.040, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5764718, Location: 600 FT EAST OF MAYROSE ST (Lat: 39.665000, Lng: -84.243333), Route carried "on" structure: City street M1800, Year Built: 1999, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 750 (year 1999), Average Future Daily Traffic: 1,041 (year 2025), Design Load: HS 25, Features Intersected: PRIMROSE DR PRIMROSE TRI, Facility Carried by Structure: PRIMROSE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 5764734, Location: .25 MILE S DAYTON CIN PK (Lat: 39.668333, Lng: -84.250000), Route carried "on" structure: City street M1846, Year Built: 1900, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,200 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 8,111 (year 2026), Design Load: H 10, Features Intersected: ELM STREET OV OWL CREEK, Facility Carried by Structure: ELM STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5764742, Location: .5 MILE S DAYTON CIN PK (Lat: 39.668333, Lng: -84.241667), Route carried "on" structure: City street M0159, Year Built: 1971, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 16,898 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 26,650 (year 2026), Design Load: H 20, Features Intersected: ALEX ROAD OVER STREAM, Facility Carried by Structure: ALEX ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County 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: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 5764769, Location: .5 MILE WEST OF SR 741 (Lat: 39.683333, Lng: -84.230000), Route carried "on" structure: City street M0099, Year Built: 1961, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 13,800 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 11,916 (year 2026), Design Load: HS 20+Mod, Features Intersected: DAY CIN PK W HOLES CRK, Facility Carried by Structure: DAYTON CIN PIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2007, Critical Feature Inspection Date: September 1999, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5764777, Location: .5 MILES WEST OF SR 741 (Lat: 39.683333, Lng: -84.230000), Route carried "on" structure: City street M0099, Year Built: 1961, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 13,800 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 11,916 (year 2026), Design Load: HS 20+Mod, Features Intersected: DAY CIN PK E HOLES CRK, Facility Carried by Structure: DAYTON CIN PIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2007, Critical Feature Inspection Date: September 1999, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5764785, Location: AT GIBBONS ROAD (Lat: 39.668333, Lng: -84.246667), Route carried "on" structure: City street M1850, Year Built: 1973, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,018 (year 1999), Average Future Daily Traffic: 1,413 (year 2026), Features Intersected: MAYROSE ST OV OWL CREEK, Facility Carried by Structure: MAYROSE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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 or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5764807, Location: .3 MILE EAST OF SR 741 (Lat: 39.685000, Lng: -84.225000), Route carried "on" structure: City street M0099, Year Built: 1961, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 13,800 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 28,038 (year 2027), Design Load: HS 20+Mod, Features Intersected: DAY CIN PK OV CONRAIL RR, Facility Carried by Structure: DAYTON CIN PIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 35 degrees, 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-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 27.5m (90.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2006, Critical Feature Inspection Date: September 1999, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 5764823, Location: OVER GREAT MIAMI RIVER (Lat: 39.673333, Lng: -84.261667), Route carried "on" structure: City street M0050, Year Built: 1972, Year Reconstructed: 1980, Status: Open, Structure Length: 18.20m (59.71ft), Average Daily Traffic: 8,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 11,104 (year 2028), Features Intersected: FRMSVL W CRLTN GR MIAMI, Facility Carried by Structure: FRMRSVL W CARLTN 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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 Find on map >>
Structure Number: 5706572, Location: 3.44MI.S. OF JCT. SR-741 (Lat: 39.673333, Lng: -84.233333), Route carried "under" structure: County highway 78, Year Built: 1960, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 100 (year 1970), Features Intersected: I75*S, Facility Carried by Structure: SB IR-75 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.081, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 5706602, Location: 3.44MI.S OF JCT. SR-741 (Lat: 39.675000, Lng: -84.233333), Route carried "under" structure: County highway 78, Year Built: 1960, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 100 (year 1970), Features Intersected: I75*N, Facility Carried by Structure: NB IR-75 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.064, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 5706637, Location: 3.19MI.S OF JCT. SR-741 (Lat: 39.678333, Lng: -84.231667), Route carried "under" structure: County highway 99, Year Built: 1960, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: I75*S, Facility Carried by Structure: SB IR-75 Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 0.143, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 5706661, Location: 3.19MI.S. OF JCT. SR-741 (Lat: 39.678333, Lng: -84.231667), Route carried "under" structure: County highway 99, Year Built: 1960, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: I75*N, Facility Carried by Structure: NB IR-75 Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 0.153, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 5706726, Location: 2.92MI.S OF JCT. SR-741 (Lat: 39.681667, Lng: -84.230000), Route carried "under" structure: County highway 99, Year Built: 1966, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: I75*S, Facility Carried by Structure: SB IR-75 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.274, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 570675, Location: 2.92MI.S. OF JCT. SR-741 (Lat: 39.681667, Lng: -84.230000), Route carried "under" structure: County highway 99, Year Built: 1966, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: I75*N, Facility Carried by Structure: NB IR-75 Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.282, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft) Find on map >>
Structure Number: 5706769, Location: 2.92MI.S OF JCT. SR-741 (Lat: 39.681667, Lng: -84.230000), Route carried "under" structure: County highway 99, Year Built: 1964, Structure Length: 16.12m (52.89ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: RMP=(E DIXIE DR*E)-I75*N, Facility Carried by Structure: RAMP TO NB IR-75 Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.288, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 5764874, Location: .5 MI N OF FRMRVLL WCA RD (Lat: 39.681667, Lng: -84.270000), Route carried "under" structure: City street M0039, Year Built: 1900, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 1,000 (year 1988), Truck Traffic: 20%, Features Intersected: SLDS HM W CRLTN UN B&O R, Facility Carried by Structure: SOLDIERS HM WCA RD Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.5m (100.1ft) Discuss this city on our hugely popular Ohio forum Back to: West Carrollton City, OH, Ohio, All US cities.
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