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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 24
Total length: 379 meters (1,243ft)
Total costs: $500,000
Total average daily traffic: 179,375
Total average daily truck traffic: 9,031
National Bridge Inventory (NBI) Registered Bridges for Portsmouth
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New bridges - Historical Statistics

  • 1900-1909: 1
  • 1910-1919: 1
  • 1920-1929: 5
  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 9
  • 1970-1979: 2
  • 1980-1989: 1
  • 1990-1999: 2
  • 2000-2009: 2

Reconstructed bridges - Historical Statistics

  • 1950-1959: 1
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 1
  • 1990-1999: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 7300026,  Location: OVER OH RIVER @ PORTSMOUT (Lat: 38.725153,  Lng: -82.997925),  Route carried "on" structure: US 23,  Year Built: 2006,  Status: Open,  Structure Length: 65.68m (215.49ft),  Average Daily Traffic: 7,720 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,725 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: OHIO RIVER CSX FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 29.0m (95.1ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel,  Design/Construction: Stayed Girder,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 266.7m (875.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 11,  Critical Feature Inspection Date: October 10,  Underwater Inspection Date: July 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7300042,  Location: 1.57 MI N OF KY BORDER (Lat: 38.751050,  Lng: -82.991894),  Route carried "on" structure: US 23,  Year Built: 1979,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 17,980 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,956 (year 2033),  Design Load: HS 20,  Features Intersected: N&WRR & ROBINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.520,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7301448,  Location: .29 MI E OF US 23 (Lat: 38.740000,  Lng: -82.988333),  Route carried "on" structure: County highway 601,  Year Built: 1961,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 13,490 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,724 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: USR 52 & 52D,  Facility Carried by Structure: WALLER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.080,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7301561,  Location: JCT SR 335 (Lat: 38.757742,  Lng: -82.897956),  Route carried "on" structure: US 52,  Year Built: 1964,  Status: Temporarily open,  Structure Length: 29.54m (96.92ft),  Average Daily Traffic: 29,030 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,294 (year 2033),  Design Load: HS 20,  Features Intersected: ABANDONED RR & ST RT 335
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.280,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 37 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 13,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7301626,  Location: .52 MI W OF SR 140 (Lat: 38.756447,  Lng: -82.885275),  Route carried "on" structure: US 52,  Year Built: 1964,  Status: Temporarily open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 10,660 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,796 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE SCIOTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.390,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 730165,  Location: .52 MI W. OF SR 140 (Lat: 38.756447,  Lng: -82.885275),  Route carried "on" structure: US 52,  Year Built: 1964,  Status: Temporarily open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 10,660 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,796 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE SCIOTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.390,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7301715,  Location: JCT SR 140 (Lat: 38.751331,  Lng: -82.876919),  Route carried "on" structure: US 52,  Year Built: 1964,  Status: Temporarily open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 17,130 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,776 (year 2033),  Design Load: HS 20,  Features Intersected: SR 140
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.250,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7304781,  Location: 1.28 MI N OF US RT 52 (Lat: 38.771061,  Lng: -82.878939),  Route carried "on" structure: State highway 335,  Year Built: 1994,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,870 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,536 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: SWAUGER VALLEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.790,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 11
Structure Number: 7360037,  Location: NO DATA,  Route carried "on" structure: City street GALLI,  Year Built: 1926,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 4,365 (year 1985),  Average Future Daily Traffic: 6,059 (year 2030),  Features Intersected: LITTLE SCIOTO RIVER,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 11,  Underwater Inspection Date: November 10,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $500,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7360304,  Location: PORTSMOUTH,  Route carried "on" structure: City street STRLG,  Year Built: 1927,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 500 (year 1990),  Average Future Daily Traffic: 694 (year 2030),  Design Load: H 15,  Features Intersected: MUNN RUN,  Facility Carried by Structure: STERLING AVE
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),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum 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: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7360401,  Location: PORTSMOUTH,  Route carried "on" structure: City street VALEY,  Year Built: 1934,  Year Reconstructed: 1956,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 1973),  Average Future Daily Traffic: 694 (year 2033),  Design Load: H 15,  Features Intersected: MUNN RUN,  Facility Carried by Structure: VALLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 19.8 metric tons,  Inventory Rating: 14.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7360509,  Location: PORTSMOUTH,  Route carried "on" structure: City street MILDL,  Year Built: 1900,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 500 (year 1973),  Average Future Daily Traffic: 694 (year 2033),  Design Load: H 15,  Features Intersected: MILLDALE RUN,  Facility Carried by Structure: MILDALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.8 metric tons,  Inventory Rating: 14.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7360924,  Location: PORTSMOUTH,  Route carried "on" structure: City street YOUNG,  Year Built: 1988,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 860 (year 1988),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,194 (year 2033),  Design Load: HS 20,  Features Intersected: N&W RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7361106,  Location: PORTSMOUTH,  Route carried "on" structure: City street TENTH,  Year Built: 1927,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 240 (year 1975),  Average Future Daily Traffic: 694 (year 2033),  Design Load: H 15,  Features Intersected: OFFNER ST,  Facility Carried by Structure: OFFNER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: Railroad,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.4 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 minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7361157,  Location: 0.8 MI EAST OF BONSER RD,  Route carried "on" structure: City street ELIOT,  Year Built: 1997,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 1990),  Average Future Daily Traffic: 139 (year 2030),  Design Load: HS 20,  Features Intersected: BONSER RUN,  Facility Carried by Structure: ELLIOT HILL RD
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: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 7300026,  Location: OVER OH RIVER @ PORTSMOUT (Lat: 38.725153,  Lng: -82.997925),  Route carried "under" structure: City street FRONT,  Year Built: 2006,  Structure Length: 65.68m (215.49ft),  Features Intersected: U S ROUTE 23,  Facility Carried by Structure: U S ROUTE 23
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stayed Girder,  Length of Maximum Span: 266.7m (875.0ft)

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Structure Number: 7300042,  Location: 1.57 MI N OF KY BORDER (Lat: 38.751050,  Lng: -82.991894),  Route carried "under" structure: City street ROBSN,  Year Built: 1979,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 300 (year 1990),  Features Intersected: USR 23,  Facility Carried by Structure: SR 23
Minimum Vertical Clearance: 7.54m (24.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 7301413,  Location: 0.23MI E OF US 23 (Lat: 38.739678,  Lng: -82.990303),  Route carried "under" structure: US 52,  Year Built: 1961,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 11,910 (year 2008),  Truck Traffic: 6%,  Features Intersected: N&W RAILROAD,  Facility Carried by Structure: N&W RAILROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.316,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 7301448,  Location: .29 MI E OF US 23 (Lat: 38.740000,  Lng: -82.988333),  Route carried "under" structure: US 52,  Year Built: 1961,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 11,910 (year 2008),  Truck Traffic: 6%,  Features Intersected: US ROUTE 52,  Facility Carried by Structure: WALLER ST
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.172,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 7301561,  Location: JCT SR 335 (Lat: 38.757742,  Lng: -82.897956),  Route carried "under" structure: State highway 335,  Year Built: 1964,  Structure Length: 29.54m (96.92ft),  Average Daily Traffic: 2,690 (year 2008),  Truck Traffic: 2%,  Features Intersected: US 52,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 1.08m (3.54ft),  Kilometerpoint: 0.029,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 7301685,  Location: .44 MI W OF SR 140 (Lat: 38.755764,  Lng: -82.883836),  Route carried "under" structure: US 52,  Year Built: 1916,  Structure Length: 104.61m (343.21ft),  Average Daily Traffic: 21,320 (year 2008),  Truck Traffic: 5%,  Features Intersected: C&O RR (OVER US 52),  Facility Carried by Structure: C&O RR
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 4.152,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 236.2m (774.9ft)

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Structure Number: 7301715,  Location: JCT SR 140 (Lat: 38.751331,  Lng: -82.876919),  Route carried "under" structure: State highway 140,  Year Built: 1964,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 9,640 (year 2008),  Truck Traffic: 4%,  Features Intersected: US 52,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.024,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.9m (52.2ft)

Structure Number: 7361009,  Location: PORTSMOUTH,  Route carried "under" structure: City street 16TH,  Year Built: 1929,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 500 (year 1990),  Features Intersected: N&W RR OVER 16TH STREET,  Facility Carried by Structure: N&W RR
Minimum Vertical Clearance: 4.06m (13.32ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.3m (24.0ft)

Structure Number: 7361106,  Location: PORTSMOUTH,  Route carried "under" structure: City street OFFNR,  Year Built: 1927,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 500 (year 1990),  Features Intersected: N&W RAIL ROAD & 10TH ST,  Facility Carried by Structure: OFFNER ST
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 6.1m (20.0ft)

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