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

Find on map >>   Show street view

Structure Number: 15953,  Location: FRANKLIN TOWNSHIP (Lat: 41.958958,  Lng: -80.173419),  Route carried "on" structure: Interstate 79,  Year Built: 1969,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 12,450 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,907 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER T-481,STANCLIFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.043,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1596,  Location: MCKEAN TOWNSHIP (Lat: 41.996764,  Lng: -80.166889),  Route carried "on" structure: Interstate 79,  Year Built: 1969,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 6,968 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,907 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 3020 & ELK CK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.111,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15966,  Location: MCKEAN TOWNSHIP (Lat: 42.032097,  Lng: -80.122203),  Route carried "on" structure: Interstate 79,  Year Built: 1994,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 11,597 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,819 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER SR 90,EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.312,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15969,  Location: MCKEAN TOWNSHIP (Lat: 42.031803,  Lng: -80.122731),  Route carried "on" structure: Interstate 79,  Year Built: 1994,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 10,867 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,467 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER SR 90,EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.296,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $256,000,  Roadway Improvement Cost: $754,000,  Total Project Cost: $3,456,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16042,  Location: MCKEAN TOWNSHIP (Lat: 42.020747,  Lng: -80.171331),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 977 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 859 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: T-442,MILLFAIR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $203,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 16044,  Location: MCKEAN TOWNSHIP (Lat: 42.027636,  Lng: -80.131411),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 665 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 967 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: T-490,BARGAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 16146,  Location: MCKEAN TOWNSHIP (Lat: 41.959853,  Lng: -80.138333),  Route carried "on" structure: State highway 99,  Year Built: 1968,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 6,273 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,729 (year 2032),  Design Load: HS 20,  Features Intersected: OVER T-481,STANCLIFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.801,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $260,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 16147,  Location: MCKEAN TOWNSHIP (Lat: 41.977675,  Lng: -80.140917),  Route carried "on" structure: State highway 99,  Year Built: 1968,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,273 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,729 (year 2032),  Design Load: HS 20,  Features Intersected: OVER ELK CREEK TRIB S.BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.318,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.0 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 16148,  Location: MCKEAN BOROUGH (Lat: 42.001078,  Lng: -80.142317),  Route carried "on" structure: State highway 99,  Year Built: 1952,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 6,235 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,939 (year 2032),  Design Load: HS 20,  Features Intersected: OVER ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.186,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $70,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 16151,  Location: SUMMIT TOWNSHIP (Lat: 42.036703,  Lng: -80.112486),  Route carried "on" structure: State highway 99,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 4,889 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,579 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 90,EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.472,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 86.2 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $426,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 16186,  Location: MCKEAN TOWNSHIP (Lat: 42.018433,  Lng: -80.188225),  Route carried "on" structure: State highway 832,  Year Built: 1959,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 6,405 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,120 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 90,EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.058,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  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: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 59.0 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $321,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 16341,  Location: MCKEAN TOWNSHIP (Lat: 41.996831,  Lng: -80.150025),  Route carried "on" structure: State highway ,  Year Built: 1970,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 5,259 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,285 (year 2032),  Design Load: HL 93,  Features Intersected: OVER LAMSON RUN,  Facility Carried by Structure: SR 3020,WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.225,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $117,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16343,  Location: MCKEAN TOWNSHIP (Lat: 41.980081,  Lng: -80.204181),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 234 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 229 (year 2032),  Design Load: HS 20,  Features Intersected: OVER PORTER RUN,  Facility Carried by Structure: SR 3021,EUREKA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.237,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019

Find on map >>   Show street view

Structure Number: 16369,  Location: MCKEAN TOWNSHIP (Lat: 42.016106,  Lng: -80.142164),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 1,598 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,838 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 4011,GRUBB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.376,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $183,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 1637,  Location: MCKEAN TOWNSHIP (Lat: 42.024053,  Lng: -80.142111),  Route carried "on" structure: State highway ,  Year Built: 1959,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 1,598 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,838 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: SR 4011,GRUBB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.272,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $761,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 16452,  Location: AT S. HILL RD INTERSECT (Lat: 41.980356,  Lng: -80.143883),  Route carried "on" structure: City street ,  Year Built: 1913,  Year Reconstructed: 1941,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 695 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 754 (year 2033),  Design Load: H 15,  Features Intersected: LAMSON RUN TRIBUTARY,  Facility Carried by Structure: T-480, OLD RTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16453,  Location: 1700' N OF STANCLIFF RD (Lat: 41.964383,  Lng: -80.141319),  Route carried "on" structure: City street ,  Year Built: 1913,  Year Reconstructed: 1941,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 610 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 662 (year 2033),  Design Load: HS 20,  Features Intersected: LAMSON RUN,  Facility Carried by Structure: T-480, OLD RTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16454,  Location: 750' N OF STANCLIFF RD (Lat: 41.961825,  Lng: -80.142097),  Route carried "on" structure: City street ,  Year Built: 1941,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 561 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 609 (year 2033),  Design Load: H 20,  Features Intersected: LAMSON RUN,  Facility Carried by Structure: T-480, OLD RTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16458,  Location: 450' E OF STEAMWOOD DR (Lat: 42.052214,  Lng: -80.167006),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Posted for load,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 1,146 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,243 (year 2035),  Design Load: H 20,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: T406 OLD STERRETT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $153,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16526,  Location: MCKEAN TOWNSHIP (Lat: 41.997678,  Lng: -80.166983),  Route carried "on" structure: Ramp State highway ,  Year Built: 1969,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 965 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,518 (year 2032),  Design Load: HS 20,  Features Intersected: OVER ELK CREEK,  Facility Carried by Structure: SR 0079, RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $49,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16527,  Location: MCKEAN TOWNSHIP (Lat: 41.996911,  Lng: -80.164878),  Route carried "on" structure: Ramp State highway ,  Year Built: 1969,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 1,016 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 961 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER ELK CREEK,  Facility Carried by Structure: SR79,RAMP B EX.174
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $59,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40429,  Location: 900' NORTH OF W ROAD (Lat: 41.999403,  Lng: -80.154950),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 101 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 110 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: ELK CREEK,  Facility Carried by Structure: T-462 BARON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 46146,  Location: 900' SOUTH OF DUNN ROAD (Lat: 42.007856,  Lng: -80.102808),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 807 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 876 (year 2033),  Design Load: HS 20,  Features Intersected: Elk Creek,  Facility Carried by Structure: T-512 Oliver Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 49.0 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

Find on map >>   Show street view

Structure Number: 47539,  Location: MILL CREEK TWP. (Lat: 42.049056,  Lng: -80.167236),  Route carried "on" structure: State highway 832,  Year Built: 2012,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 6,967 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,225 (year 2032),  Design Load: HL 93,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.892,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47697,  Location: 400' S OF DUNN VALLEY RD (Lat: 42.007669,  Lng: -80.122356),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 1,768 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,918 (year 2033),  Design Load: HL 93,  Features Intersected: ELK CREEK,  Facility Carried by Structure: T-661, REICHERT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 52622,  Location: 300' NORTH OF W ROAD (Lat: 42.002453,  Lng: -80.173964),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 350 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 386 (year 2032),  Design Load: HL 93,  Features Intersected: ELK CREEK,  Facility Carried by Structure: T-450 RICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 57283,  Location: MILLCREEK TWP (Lat: 42.035250,  Lng: -80.163417),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 125 (year 2025),  Design Load: HL 93,  Features Intersected: TRIB TO WALNUT CREEK,  Facility Carried by Structure: T-361 ECHO HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019

Find on map >>   Show street view

Structure Number: 15952,  Location: FRANKLIN TOWNSHIP (Lat: 41.959044,  Lng: -80.172847),  Route carried "under" structure: City street T481,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2002),  Features Intersected: OVER T-481,STANCLIFF RD,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

Find on map >>   Show street view

Structure Number: 15953,  Location: FRANKLIN TOWNSHIP (Lat: 41.958958,  Lng: -80.173419),  Route carried "under" structure: City street T481,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2002),  Features Intersected: OVER T-481,STANCLIFF RD,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

Find on map >>   Show street view

Structure Number: 15955,  Location: MCKEAN TOWNSHIP (Lat: 41.984672,  Lng: -80.174981),  Route carried "under" structure: City street 515,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2003),  Features Intersected: OVER T-515,VAN CAMP ROAD,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 12.5m (41.0ft)

Find on map >>   Show street view

Structure Number: 15956,  Location: MCKEAN TOWNSHIP (Lat: 41.984428,  Lng: -80.175844),  Route carried "under" structure: City street 515,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2003),  Features Intersected: OVER T-515,VAN CAMP ROAD,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 12.5m (41.0ft)

Find on map >>   Show street view

Structure Number: 15958,  Location: MCKEAN TOWNSHIP (Lat: 41.996628,  Lng: -80.165681),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,259 (year 2020),  Truck Traffic: 6%,  Features Intersected: OVER SR 3020 & ELK CK.,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.235,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>   Show street view

Structure Number: 1596,  Location: MCKEAN TOWNSHIP (Lat: 41.996764,  Lng: -80.166889),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,259 (year 2020),  Truck Traffic: 6%,  Features Intersected: OVER SR 3020 & ELK CK.,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 3.235,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.8m (78.1ft)

Find on map >>   Show street view

Structure Number: 15963,  Location: MCKEAN TOWNSHIP (Lat: 42.021122,  Lng: -80.129256),  Route carried "under" structure: Interstate 79,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,258 (year 2020),  Truck Traffic: 17%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 4104,BARGAIN RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 20.891,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 15963,  Location: MCKEAN TOWNSHIP (Lat: 42.021122,  Lng: -80.129256),  Route carried "under" structure: Interstate 79,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,968 (year 2020),  Truck Traffic: 17%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 4104,BARGAIN RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 20.967,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 15966,  Location: MCKEAN TOWNSHIP (Lat: 42.032097,  Lng: -80.122203),  Route carried "under" structure: Interstate 90,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 23,155 (year 2021),  Truck Traffic: 19%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 34.649,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 15966,  Location: MCKEAN TOWNSHIP (Lat: 42.032097,  Lng: -80.122203),  Route carried "under" structure: Interstate 90,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 21,995 (year 2021),  Truck Traffic: 19%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 34.604,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 15969,  Location: MCKEAN TOWNSHIP (Lat: 42.031803,  Lng: -80.122731),  Route carried "under" structure: Interstate 90,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 21,995 (year 2021),  Truck Traffic: 19%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 34.604,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 15969,  Location: MCKEAN TOWNSHIP (Lat: 42.031803,  Lng: -80.122731),  Route carried "under" structure: Interstate 90,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 23,155 (year 2021),  Truck Traffic: 19%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 34.649,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 16042,  Location: MCKEAN TOWNSHIP (Lat: 42.020747,  Lng: -80.171331),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 17,352 (year 2022),  Truck Traffic: 23%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: T-442,MILLFAIR
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 30.537,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

Structure Number: 16042,  Location: MCKEAN TOWNSHIP (Lat: 42.020747,  Lng: -80.171331),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 16,715 (year 2022),  Truck Traffic: 22%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: T-442,MILLFAIR
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 30.592,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

Structure Number: 16044,  Location: MCKEAN TOWNSHIP (Lat: 42.027636,  Lng: -80.131411),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 17,352 (year 2022),  Truck Traffic: 23%,  Features Intersected: OVER SR 90,EB/WB
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 33.753,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 16044,  Location: MCKEAN TOWNSHIP (Lat: 42.027636,  Lng: -80.131411),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 16,715 (year 2022),  Truck Traffic: 22%,  Features Intersected: OVER SR 90,EB/WB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 33.814,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 16146,  Location: MCKEAN TOWNSHIP (Lat: 41.959853,  Lng: -80.138333),  Route carried "under" structure: City street 481,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2002),  Features Intersected: OVER T-481,STANCLIFF RD,  Facility Carried by Structure: SR 99,ERIE STREET
Minimum Vertical Clearance: 4.65m (15.26ft),  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: 12.5m (41.0ft)

Find on map >>   Show street view

Structure Number: 16151,  Location: SUMMIT TOWNSHIP (Lat: 42.036703,  Lng: -80.112486),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 23,155 (year 2021),  Truck Traffic: 19%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: SR 99,EDINBORO RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 36.215,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: 16151,  Location: SUMMIT TOWNSHIP (Lat: 42.036703,  Lng: -80.112486),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 21,995 (year 2021),  Truck Traffic: 19%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: SR 99,EDINBORO RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 36.167,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: 16186,  Location: MCKEAN TOWNSHIP (Lat: 42.018433,  Lng: -80.188225),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 16,715 (year 2022),  Truck Traffic: 22%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: SR 832,STERRETTANA
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 28.984,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 16186,  Location: MCKEAN TOWNSHIP (Lat: 42.018433,  Lng: -80.188225),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 17,352 (year 2022),  Truck Traffic: 23%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: SR 832,STERRETTANA
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 28.930,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 16369,  Location: MCKEAN TOWNSHIP (Lat: 42.016106,  Lng: -80.142164),  Route carried "under" structure: Interstate 79,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,258 (year 2020),  Truck Traffic: 17%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 4011,GRUBB ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.317,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 16369,  Location: MCKEAN TOWNSHIP (Lat: 42.016106,  Lng: -80.142164),  Route carried "under" structure: Interstate 79,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,968 (year 2020),  Truck Traffic: 17%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 4011,GRUBB ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 19.336,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 1637,  Location: MCKEAN TOWNSHIP (Lat: 42.024053,  Lng: -80.142111),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 16,715 (year 2022),  Truck Traffic: 22%,  Features Intersected: OVER SR 90,EB/WB,  Facility Carried by Structure: SR 4011,GRUBB ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 32.995,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.1m (65.9ft)