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Bridge Statistics for New Philadelphia, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: New Philadelphia, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 123 meters (404ft) Total costs: $1,772,000 Total average daily traffic: 276,883 Total average daily truck traffic: 18,385 National Bridge Inventory (NBI) Registered Bridges for New Philadelphia
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 7901534, Location: 0.10 MI. E. OF IR 77 (Lat: 40.493333, Lng: -81.476667), Route carried "on" structure: State highway 39, Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 13.79m (45.24ft), Average Daily Traffic: 18,110 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 29,509 (year 2028), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.830, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7901593, Location: 0.70 MI. E. OF JCT SR 416 (Lat: 40.493333, Lng: -81.435000), Route carried "on" structure: State highway 39, Year Built: 1932, Year Reconstructed: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,810 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 8,495 (year 2028), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.650, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7902883, Location: 0.16 MI. N. OF US 250 (Lat: 40.493333, Lng: -81.478333), Route carried "on" structure: Interstate 77, Year Built: 1968, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 19,395 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 26,428 (year 2024), Design Load: HS 20, Features Intersected: OVER SR 39(N.P.INTERCHG) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.630, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7902913, Location: 0.16 MI. N. OF US 250 (Lat: 40.493333, Lng: -81.478333), Route carried "on" structure: Interstate 77, Year Built: 1964, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 19,395 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 26,428 (year 2025), Design Load: HS 20, Features Intersected: OVER SR 39(N.P.INTERCHG) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.630, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.0m (68.9ft) 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7904746, Location: OVER SR 39 (Lat: 40.493333, Lng: -81.480000), Route carried "on" structure: US 250, Year Built: 1964, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 11,665 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 15,164 (year 2024), Design Load: HS 20, Features Intersected: OVER SR 39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.590, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), 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: 19.8m (65.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) 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: Equal to 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7904894, Location: 2.26 MI. E. OF JCT IR 77 (Lat: 40.480000, Lng: -81.448333), Route carried "on" structure: US 250, Year Built: 1966, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 10,660 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 14,574 (year 2028), Design Load: HS 20, Features Intersected: SR 416(S BROADWAY)SUBWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.730, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), 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: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $20,000, Total Project Cost: $570,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7904924, Location: 2.26 MI. E. OF JCT. IR77 (Lat: 40.480000, Lng: -81.448333), Route carried "on" structure: US 250, Year Built: 1966, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 10,660 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 14,574 (year 2028), Design Load: HS 20, Features Intersected: SR 416(S BROADWAY)SUBWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.730, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), 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: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $20,000, Total Project Cost: $630,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7905793, Location: AT INTERCHANGE W/ US 250 (Lat: 40.456667, Lng: -81.401667), Route carried "on" structure: State highway 259, Year Built: 1966, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 10,110 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 13,741 (year 2024), Design Load: H 20, Features Intersected: OVER US250 &BEAVERDAM CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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 60 months, Inspection Date: April 2007, Critical Feature Inspection Date: October 2002, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7906005, Location: 0.07 MI. N. OF JCT. US250 (Lat: 40.480000, Lng: -81.448333), Route carried "on" structure: State highway 416, Year Built: 1970, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 19,400 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 26,886 (year 2025), Design Load: HS 20, Features Intersected: TUSCARAWAS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.790, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), 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: 18.6m (61.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.10m (39.70ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2007, Underwater Inspection Date: December 2001, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $70,000, Total Project Cost: $572,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7906021, Location: 0.45 MI. N. OF JCT. US250 (Lat: 40.486667, Lng: -81.446667), Route carried "on" structure: State highway 416, Year Built: 1977, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 19,400 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 26,455 (year 2028), Design Load: HS 20, Features Intersected: R.J. CORMAN RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.340, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7906129, Location: 0.16 MI. S.-END OF SR416 (Lat: 40.530000, Lng: -81.430000), Route carried "on" structure: State highway 416, Year Built: 1961, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 4,090 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 5,857 (year 2024), Design Load: H 15, Features Intersected: TUSCARAWAS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7937059, Location: 600 FT N.E.OF JCT SR 259 (Lat: 40.473611, Lng: -81.417222), Route carried "on" structure: City street M8ST0, Year Built: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 320 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 444 (year 2028), Design Load: HS 20+Mod, Features Intersected: NEW PHILADELPHIA, Facility Carried by Structure: 18TH 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: 12.8m (42.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7960492, Location: 0.25 MI NE OF SR 25. JCT (Lat: 40.478333, Lng: -81.428333), Route carried "on" structure: City street MTHDR, Year Built: 1913, Year Reconstructed: 1971, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 88 (year 1991), Average Future Daily Traffic: 122 (year 2027), Design Load: H 20, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: 8TH DR& GOS TWP635 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.9 metric tons, Inventory Rating: 27.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 7960514, Location: 0.20MI NE OF SR 259 JCT, Route carried "on" structure: City street UNVDR, Year Built: 1957, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,550 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 6,315 (year 2027), Design Load: H 20, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: UNIVERSITY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 796053, Location: .17 M E OF SR 416-S BRDWY (Lat: 40.483333, Lng: -81.443333), Route carried "on" structure: City street MILAV, Year Built: 1988, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 7,540 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 10,466 (year 2027), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: MILL AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2006, Underwater Inspection Date: December 1994, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7902883, Location: 0.16 MI. N. OF US 250 (Lat: 40.493333, Lng: -81.478333), Route carried "under" structure: State highway 39, Year Built: 1968, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 18,110 (year 2006), Truck Traffic: 4%, Features Intersected: I 77, Facility Carried by Structure: IR 77 Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 2.077, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 7902913, Location: 0.16 MI. N. OF US 250 (Lat: 40.493333, Lng: -81.478333), Route carried "under" structure: State highway 39, Year Built: 1964, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 18,110 (year 2006), Truck Traffic: 4%, Features Intersected: I 77, Facility Carried by Structure: IR 77 & US 250 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.208, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 7904746, Location: OVER SR 39 (Lat: 40.493333, Lng: -81.480000), Route carried "under" structure: State highway 39, Year Built: 1964, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 18,110 (year 2006), Truck Traffic: 4%, Features Intersected: US 250 EAST BOUND, Facility Carried by Structure: US 250 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 2.069, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 7904894, Location: 2.26 MI. E. OF JCT IR 77 (Lat: 40.480000, Lng: -81.448333), Route carried "under" structure: State highway 416, Year Built: 1966, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 19,400 (year 2006), Truck Traffic: 4%, Features Intersected: US 250, Facility Carried by Structure: US 250 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 1.771, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 7904924, Location: 2.26 MI. E. OF JCT. IR77 (Lat: 40.480000, Lng: -81.448333), Route carried "under" structure: State highway 416, Year Built: 1966, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 19,400 (year 2006), Truck Traffic: 4%, Features Intersected: US 250, Facility Carried by Structure: US 250 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 1.768, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 7905793, Location: AT INTERCHANGE W/ US 250 (Lat: 40.456667, Lng: -81.401667), Route carried "under" structure: US 250, Year Built: 1966, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 21,560 (year 2006), Truck Traffic: 8%, Features Intersected: SR 259 & BEAVERDAM CR, Facility Carried by Structure: SR 259 Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 2.761, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Discuss this city on our hugely popular Ohio forum Back to: New Philadelphia, OH, Ohio, All US cities.
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