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Bridge Statistics for Industry, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 35Number of bridges
  • 259ft / 79mTotal length
  • $7,017,000Total costs
  • 173,855Total average daily traffic
  • 16,189Total average daily truck traffic
  • 100,575Total future (year 2032) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Industry
  • No street view available for this location

New bridges in Industry, PA - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11930-1939
  • 11950-1959
  • 141960-1969
  • 31970-1979
  • 41980-1989
  • 11990-1999
  • 22000-2009
  • 82010-2018
Reconstructed bridges in Industry, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 01980-1989
  • 11990-1999
  • 22000-2009
Average Bridge Daily Traffic in Industry, PA
Average Bridge Truck Traffic in Industry, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 22.2%Very good
  • 44.4%Good
  • 11.1%Satisfactory
  • 22.2%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.7%Very good
  • 44.4%Good
  • 11.1%Satisfactory
  • 22.2%Fair
  • 5.6%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 22.2%Very good
  • 27.8%Good
  • 27.8%Satisfactory
  • 5.6%Fair
  • 16.7%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 6.3%Very good
  • 12.5%Good
  • 31.3%Satisfactory
  • 31.3%Fair
  • 18.8%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 60.0%Very good
  • 20.0%Good
  • 20.0%Fair
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Structure Number: 3429,  Location: POTTER TWP (Lat: 40.653778,  Lng: -80.350542),  Route carried "on" structure: State highway 18,  Year Built: 1932,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 6,752 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,032 (year 2039),  Design Load: HS 20,  Features Intersected: RACCOON CREEK POTTER,  Facility Carried by Structure: FRANKFORT ROAD
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 24.877,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.4m (185.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.56m (1.84ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2016,  Critical Feature Inspection Date: July 2017,  Other Special Inspection Date: July 2017,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $738,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3518,  Location: TWP.RD.625 OVER TR 60 (Lat: 40.658333,  Lng: -80.333333),  Route carried "under" structure: Interstate 376,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,430 (year 2016),  Truck Traffic: 8%,  Features Intersected: BEAVER VALLEY EX.,  Facility Carried by Structure: TOWNSHIP RD.625
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 1.563,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 3518,  Location: TWP.RD.625 OVER TR 60 (Lat: 40.658333,  Lng: -80.333333),  Route carried "under" structure: Interstate 376,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,770 (year 2016),  Truck Traffic: 8%,  Features Intersected: BEAVER VALLEY EX.,  Facility Carried by Structure: TOWNSHIP RD.625
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 15.593,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 3531,  Location: I-376 NB O/T.R. 535 (Lat: 40.715669,  Lng: -80.373794),  Route carried "on" structure: Interstate 376,  Year Built: 1973,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 11,036 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,435 (year 2032),  Design Load: HS 20,  Features Intersected: T.R. 535 CHAPEL RD.,  Facility Carried by Structure: BEAVER VALLEY EX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.177,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.57m (1.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $935,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3531,  Location: I-376 NB O/T.R. 535 (Lat: 40.715669,  Lng: -80.373794),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1993),  Truck Traffic: 2%,  Features Intersected: T.R. 535 CHAPEL RD.,  Facility Carried by Structure: BEAVER VALLEY EX
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 3532,  Location: I-376 SB Over T.R. 535 (Lat: 40.715917,  Lng: -80.373914),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2005),  Truck Traffic: 8%,  Features Intersected: T.R. 535 Chapel Rd,  Facility Carried by Structure: BEAVER VALLEY EX
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 3562,  Location: 1/2 MI NE OF SR 4034 (Lat: 40.649889,  Lng: -80.410172),  Route carried "on" structure: State highway 68,  Year Built: 1924,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,134 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,494 (year 2032),  Design Load: HS 20,  Features Intersected: SIX MILE RUN,  Facility Carried by Structure: MIDLAND BEAVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.406,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.06m (0.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $246,000
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Structure Number: 3563,  Location: 1/4 MI. EAST OF SR 4037 (Lat: 40.656706,  Lng: -80.372656),  Route carried "on" structure: State highway 68,  Year Built: 1983,  Status: Open,  Structure Length: 23.77m (77.99ft),  Average Daily Traffic: 9,499 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,463 (year 2032),  Design Load: HS 20,  Features Intersected: NORFOLK RR.ACCESS ROAD,  Facility Carried by Structure: MIDLAND-BEAVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.127,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Critical Feature Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3563,  Location: 1/4 MI. EAST OF SR 4037 (Lat: 40.656706,  Lng: -80.372656),  Route carried "under" structure: ServiceOther road ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2006),  Truck Traffic: 1%,  Features Intersected: NORFOLK RR.ACCESS ROAD,  Facility Carried by Structure: MIDLAND-BEAVER RD
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 3564,  Location: 1 MILE N.E. OF SR 4037 (Lat: 40.664281,  Lng: -80.357628),  Route carried "on" structure: State highway 68,  Year Built: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 9,499 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,463 (year 2032),  Design Load: HS 20,  Features Intersected: FOUR MILE RUN CREEK,  Facility Carried by Structure: MIDLAND BEAVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.788,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.06m (0.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3566,  Location: 100' WEST OF SEBRING RD. (Lat: 40.677683,  Lng: -80.341161),  Route carried "on" structure: State highway 68,  Year Built: 1987,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 9,499 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,463 (year 2032),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RAILWAY,  Facility Carried by Structure: MIDLAND BEAVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.799,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Equal to present minimum criteria,  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $201,000,  Roadway Improvement Cost: $591,000,  Total Project Cost: $2,710,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3595,  Location: @ SHIPPINGPORT BRIDGE (Lat: 40.629317,  Lng: -80.434667),  Route carried "on" structure: State highway 168,  Year Built: 1962,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 4,889 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,261 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0068 TR 168,  Facility Carried by Structure: SHIPPINGPORT HI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.387,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $151,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3595,  Location: @ SHIPPINGPORT BRIDGE (Lat: 40.629317,  Lng: -80.434667),  Route carried "under" structure: State highway 68,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,582 (year 2017),  Truck Traffic: 7%,  Features Intersected: SR 0068 TR 168,  Facility Carried by Structure: SHIPPINGPORT HI RD
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.736,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 3711,  Location: RACCOON TWP-FISHPOT RUN (Lat: 40.637044,  Lng: -80.345950),  Route carried "on" structure: State highway ,  Year Built: 1954,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 152 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 78 (year 2032),  Design Load: HS 20,  Features Intersected: FISH POT RUN,  Facility Carried by Structure: RACCOON CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.875,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $96,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3756,  Location: 0.4 MI W OF BRIGHTON ROAD (Lat: 40.708058,  Lng: -80.374092),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 2,798 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,820 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: DUTCH RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.322,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.8m (9.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 5.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $1,349,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3756,  Location: 0.4 MI W OF BRIGHTON ROAD (Lat: 40.708058,  Lng: -80.374092),  Route carried "under" structure: Interstate 376,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 10,803 (year 2016),  Truck Traffic: 12%,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: DUTCH RIDGE ROAD
Minimum Vertical Clearance: 9.75m (31.99ft),  Kilometerpoint: 5.972,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.8m (9.2ft)

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Structure Number: 3756,  Location: 0.4 MI W OF BRIGHTON ROAD (Lat: 40.708058,  Lng: -80.374092),  Route carried "under" structure: Interstate 376,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,036 (year 2016),  Truck Traffic: 11%,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: DUTCH RIDGE ROAD
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 5.969,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.8m (9.2ft)

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Structure Number: 3772,  Location: 0.3 MI. EAST OF SR 4043 (Lat: 40.651386,  Lng: -80.429656),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 511 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 672 (year 2032),  Design Load: HS 20,  Features Intersected: WOLF RUN,  Facility Carried by Structure: WOLF RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.086,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.7m (2.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.08m (0.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $48,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3773,  Location: 0.5 MI. WEST OF SR 4041 (Lat: 40.651478,  Lng: -80.427544),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 511 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 672 (year 2032),  Design Load: HS 20,  Features Intersected: WOLF RUN,  Facility Carried by Structure: WOLF RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.724,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $64,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3774,  Location: 300' N.W. OF SR 4041 (Lat: 40.650811,  Lng: -80.423489),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 511 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 672 (year 2032),  Design Load: H 20,  Features Intersected: WOLF RUN,  Facility Carried by Structure: WOLF RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.724,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3778,  Location: 5430'N.OF TR68 (Lat: 40.665953,  Lng: -80.392861),  Route carried "on" structure: State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 257 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 375 (year 2032),  Design Load: HS 20,  Features Intersected: 6 MILE RUN,  Facility Carried by Structure: PINE GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.445,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.7m (2.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3779,  Location: 6000'N.OF INTER.W/TR68 (Lat: 40.667600,  Lng: -80.392664),  Route carried "on" structure: State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 257 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 375 (year 2032),  Design Load: HS 20,  Features Intersected: SIX MILE RUN,  Facility Carried by Structure: PINE GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.445,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 378,  Location: 7000'N.OF TR68 (Lat: 40.668544,  Lng: -80.395197),  Route carried "on" structure: State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 257 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 375 (year 2032),  Design Load: HS 20,  Features Intersected: SIX MILE RUN,  Facility Carried by Structure: PINE GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.445,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 385,  Location: 004007 PINE GROVE RD (Lat: 40.674597,  Lng: -80.401897),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 125 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 140 (year 2039),  Design Load: HS 20,  Features Intersected: SIX MILE RUN,  Facility Carried by Structure: PINE GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 desirable criteria,  Length Of Structure Improvement: 0.12m (0.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31557,  Location: 1.5 MI.W.OF CAIRNBROOK (Lat: 40.127861,  Lng: -78.839186),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 704 (year 2017),  Truck Traffic: 42%,  Average Future Daily Traffic: 531 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MILLER RUN,  Facility Carried by Structure: SR 1021
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.146,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 140.20m (459.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $680,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 41345,  Location: 100' NE OF SR 4034 (Lat: 40.646072,  Lng: -80.413506),  Route carried "on" structure: State highway 68,  Year Built: 2001,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,134 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,494 (year 2032),  Design Load: HS 20,  Features Intersected: WOLF RUN,  Facility Carried by Structure: MIDLAND BEAVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.406,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.08m (0.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45704,  Location: 200'NORTH OF SR 68 (Lat: 40.652525,  Lng: -80.396919),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,033 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,081 (year 2032),  Design Load: HL 93,  Features Intersected: SIX MILE RUN,  Facility Carried by Structure: ENGLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.236,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017
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Structure Number: 46225,  Location: AT SR 4041 INT (Lat: 40.649881,  Lng: -80.421019),  Route carried "on" structure: State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 607 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 781 (year 2032),  Design Load: HL 93,  Features Intersected: WOLF RUN,  Facility Carried by Structure: SR 4034
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.313,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46284,  Location: BRIGHTON TWP OVER 376 (Lat: 40.701175,  Lng: -80.364989),  Route carried "on" structure: State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 2,752 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,111 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: BRIGHTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.608,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 2.2m (7.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 3.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46284,  Location: BRIGHTON TWP OVER 376 (Lat: 40.701175,  Lng: -80.364989),  Route carried "under" structure: Interstate 376,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 11,569 (year 2016),  Truck Traffic: 11%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: BRIGHTON RD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 7.545,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 46284,  Location: BRIGHTON TWP OVER 376 (Lat: 40.701175,  Lng: -80.364989),  Route carried "under" structure: Interstate 376,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 11,936 (year 2016),  Truck Traffic: 10%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: BRIGHTON RD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 7.582,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 46781,  Location: SR 4028 OVER SR 0060 (Lat: 40.696389,  Lng: -80.361111),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,752 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,800 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: TUSCARAWAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.788,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 5.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 3.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46781,  Location: SR 4028 OVER SR 0060 (Lat: 40.696389,  Lng: -80.361111),  Route carried "under" structure: Interstate 376,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 11,936 (year 2016),  Truck Traffic: 10%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: TUSCARAWAS ROAD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 7.582,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 46781,  Location: SR 4028 OVER SR 0060 (Lat: 40.696389,  Lng: -80.361111),  Route carried "under" structure: Interstate 376,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 11,569 (year 2016),  Truck Traffic: 11%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: TUSCARAWAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.545,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 46917,  Location: AT SR 3019 INTERSECTION (Lat: 40.628031,  Lng: -80.337239),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 2,345 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,987 (year 2032),  Design Load: HL 93,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: MOFFET MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.049,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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