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

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Structure Number: 25635,  Location: PYMATUNING TOWNSHIP (Lat: 41.355497,  Lng: -80.411258),  Route carried "on" structure: State highway 18,  Year Built: 1971,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 7,662 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,576 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER NS R R/SIDING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.115,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 23.3m (76.4ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 76.2 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $585,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25636,  Location: WEST SALEM TOWNSHIP (Lat: 41.364550,  Lng: -80.408000),  Route carried "on" structure: State highway 18,  Year Built: 1969,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 7,662 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,576 (year 2032),  Design Load: HS 20,  Features Intersected: OVER BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.974,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25673,  Location: DELAWARE TOWNSHIP (Lat: 41.342725,  Lng: -80.335236),  Route carried "on" structure: State highway 58,  Year Built: 1960,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,114 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,651 (year 2032),  Design Load: H 20,  Features Intersected: OVER KREM RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.940,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: Fair,  Culverts: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 1.50m (4.92ft),  Designated Inspection Frequency: Every 23 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $564,000

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Structure Number: 25898,  Location: PYMATUNING TOWNSHIP (Lat: 41.334781,  Lng: -80.454178),  Route carried "on" structure: State highway 846,  Year Built: 1938,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,053 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,847 (year 2032),  Design Load: HS 20,  Features Intersected: OVER CHESTNUT RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.887,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $24,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25899,  Location: WEST SALEM TOWNSHIP (Lat: 41.384044,  Lng: -80.441047),  Route carried "on" structure: State highway 846,  Year Built: 1989,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 814 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,703 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.340,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  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: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 41.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 259,  Location: WEST SALEM TOWNSHIP (Lat: 41.387014,  Lng: -80.438133),  Route carried "on" structure: State highway 846,  Year Built: 1910,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 814 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,703 (year 2032),  Design Load: HS 20,  Features Intersected: OVER BIG RUN TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.340,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: April 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 26032,  Location: WEST SALEM TOWNSHIP (Lat: 41.373819,  Lng: -80.430547),  Route carried "on" structure: State highway ,  Year Built: 1977,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 177 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 255 (year 2032),  Design Load: HS 20,  Features Intersected: OVER BIG RUN,  Facility Carried by Structure: SR 4002,COAL HILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.386,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  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: 12.9m (42.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $66,000,  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: 26034,  Location: WEST SALEM TOWNSHIP (Lat: 41.370464,  Lng: -80.399008),  Route carried "on" structure: State highway ,  Year Built: 1914,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 389 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 334 (year 2032),  Design Load: H 20,  Features Intersected: OVER SHENANGO RIVER,  Facility Carried by Structure: SR 4003,WASSER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $285,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 26046,  Location: PYMATUNING TOWNSHIP (Lat: 41.354047,  Lng: -80.398492),  Route carried "on" structure: State highway ,  Year Built: 1960,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 2,583 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,180 (year 2032),  Design Load: HL 93,  Features Intersected: OVER SHENANGO RIVER,  Facility Carried by Structure: SR 4012,REYNOLDS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.904,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 47.3 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: 36.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $143,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 26047,  Location: DELAWARE TOWNSHIP (Lat: 41.322444,  Lng: -80.344236),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 973 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,105 (year 2032),  Design Load: H 20,  Features Intersected: OVER SHENANGO RIVER,  Facility Carried by Structure: SR 4014,ONIONTOWN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.124,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 26226,  Location: SHENANGO PK.RD.PYM.TWP. (Lat: 41.318092,  Lng: -80.434761),  Route carried "on" structure: City street 7220,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 858 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,200 (year 2039),  Design Load: HS 20,  Features Intersected: OVER BRUSH RUN,  Facility Carried by Structure: BRIDGE 1317,T-422
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Poor,  Channel: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Total Project Cost: $570,000 ( Estimate for 2014),  Deck Structure Type: Open Grating

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Structure Number: 26232,  Location: COLT ROAD,PYMATUNING TWP. (Lat: 41.348217,  Lng: -80.460275),  Route carried "on" structure: City street 7220,  Year Built: 1975,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 184 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 260 (year 2039),  Design Load: HS 20,  Features Intersected: OVER CHESTNUT CREEK,  Facility Carried by Structure: BRIDGE 1308,T-651
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26233,  Location: COLT RD,PYMATUNING TWP. (Lat: 41.348953,  Lng: -80.418964),  Route carried "on" structure: City street 7220,  Year Built: 1975,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,084 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,520 (year 2039),  Design Load: HS 20,  Features Intersected: OVER BIG RUN,  Facility Carried by Structure: BRIDGE 1311,T-651
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26291,  Location: COSSITT ROAD, W SALEM TWP (Lat: 41.366764,  Lng: -80.426661),  Route carried "on" structure: City street 7228,  Year Built: 1977,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 57 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 80 (year 2039),  Design Load: HS 20,  Features Intersected: OVER BIG RUN BRANCH,  Facility Carried by Structure: BRIDGE 723,T-677
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Critical,  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: High priority of replacement,  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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26292,  Location: COSSITT RD,WEST SALEM TWP (Lat: 41.367586,  Lng: -80.421161),  Route carried "on" structure: City street 7228,  Year Built: 1962,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 56 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 80 (year 2039),  Design Load: HS 20,  Features Intersected: OVER BIG RUN,  Facility Carried by Structure: BRIDGE 724,T-677
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Total Project Cost: $1,666,000 ( Estimate for 2014),  Deck Structure Type: Open Grating

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Structure Number: 41948,  Location: HAMBURG RD HEMPFIELD TWP (Lat: 41.373014,  Lng: -80.393956),  Route carried "on" structure: City street 7209,  Year Built: 2003,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,134 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,390 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: OVER SHENANGO RIVER BR,  Facility Carried by Structure: BRIDGE 813,T-470
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 46163,  Location: DELAWARE TOWNSHIP (Lat: 41.325228,  Lng: -80.341119),  Route carried "on" structure: State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 151 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 270 (year 2032),  Design Load: HL 93,  Features Intersected: OVER LENANGO CREEK,  Facility Carried by Structure: SR 4024,BAKER HILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: 46352,  Location: DELAWARE TWP. (Lat: 41.323900,  Lng: -80.334186),  Route carried "on" structure: State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 151 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 270 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SUGAR RUN,  Facility Carried by Structure: BAKER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.739,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019