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

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Structure Number: 188,  Location: 2 MI.S.W. OF YORK SPRINGS (Lat: 39.991378,  Lng: -77.142103),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 459 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 723 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TRIB BERMUDIAN CREEK,  Facility Carried by Structure: SR 1014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.983,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 281,  Location: 2 1/4 MI.S. OF BARLOW (Lat: 39.729919,  Lng: -77.230253),  Route carried "on" structure: State highway ,  Year Built: 1940,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 556 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 573 (year 2032),  Design Load: H 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.891,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $254,000,  Total Project Cost: $1,163,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 374,  Location: 2 MI.N.W. OF BENDERSVILLE (Lat: 39.995764,  Lng: -77.271233),  Route carried "on" structure: State highway ,  Year Built: 1940,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 617 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,887 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OPOSSUM CREEK,  Facility Carried by Structure: SR 4008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.551,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  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: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 385,  Location: BEECHERSVILLE (Lat: 39.915250,  Lng: -77.287161),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 532 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 699 (year 2032),  Design Load: H 20,  Features Intersected: CONEWAGO CREEK,  Facility Carried by Structure: SR 4014 (TWP. RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.473,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 727,  Location: 1/2 MI S PLEAS HILLS LINE (Lat: 40.311158,  Lng: -79.937733),  Route carried "on" structure: State highway 51,  Year Built: 1935,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 26,310 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,275 (year 2032),  Design Load: HS 20,  Features Intersected: LEWIS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.783,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 787,  Location: NEAR MCCLAREN RN RD INTCH (Lat: 40.467617,  Lng: -80.240853),  Route carried "on" structure: Interstate 376,  Year Built: 1992,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 20,452 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,468 (year 2032),  Design Load: HL 93,  Features Intersected: SERVICE RD & MCCLAREN RN,  Facility Carried by Structure: AIRPORT EX
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 9.378,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 64.0m (210.0ft),  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: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.60m (57.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 1417,  Location: 0.7 MI. N.E.OF TURNPIKE (Lat: 40.555125,  Lng: -79.811975),  Route carried "on" structure: State highway ,  Year Built: 1970,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 8,184 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,998 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0028 NB SB,  Facility Carried by Structure: HITE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.454,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 80.5m (264.1ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $1,080,000,  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: 1464,  Location: 300' SE OF SR 0028 (Lat: 40.630903,  Lng: -79.730797),  Route carried "on" structure: State highway ,  Year Built: 1970,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 9,612 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,029 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE BULL CREEK,  Facility Carried by Structure: BURTNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.672,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 11.0m (36.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: 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: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $75,000,  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: 1795,  Location: 0.3 MI W OF SR 121 (Lat: 40.391533,  Lng: -80.071367),  Route carried "on" structure: State highway ,  Year Built: 1950,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,210 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,210 (year 2032),  Design Load: HS 20,  Features Intersected: GEORGES RUN,  Facility Carried by Structure: GREENTREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.626,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 62.6 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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

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Structure Number: 1925,  Location: 100' S.E. OF SHAFER RD. (Lat: 40.499981,  Lng: -79.980358),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 11,703 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,328 (year 2032),  Features Intersected: GIRTYS RUN,  Facility Carried by Structure: BABCOCK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.579,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $102,000

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Structure Number: 1927,  Location: NEAR SHALER-ROSS TWP LINE (Lat: 40.502178,  Lng: -79.985317),  Route carried "on" structure: State highway ,  Year Built: 1929,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 11,703 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,328 (year 2032),  Design Load: HL 93,  Features Intersected: GIRTYS RUN,  Facility Carried by Structure: BABCOCK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.579,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.6 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: 54.4 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable 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: Febuary 2020,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $431,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2048,  Location: WEST OF WARRENDALE TOLL (Lat: 40.655000,  Lng: -80.075000),  Route carried "on" structure: Interstate 76,  Year Built: 2021,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 30,022 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 41,682 (year 2030),  Design Load: HS 20,  Features Intersected: T-478
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2062,  Location: SOUTH OF GIBSONIA (Lat: 40.615039,  Lng: -79.975939),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 3,011 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,765 (year 2030),  Design Load: HL 93,  Features Intersected: PA TURNPIKE,  Facility Carried by Structure: HARDT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.907,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  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: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.6 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: 39.5 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $1,431,000,  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: 2063,  Location: WEST OF BUTLER VAL INTG (Lat: 40.612806,  Lng: -79.967694),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 18.01m (59.09ft),  Average Daily Traffic: 30,022 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 41,682 (year 2030),  Design Load: HS 20,  Features Intersected: T983,WILLOW RUN,CSX RR*
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.20m (59.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $464,000,  Roadway Improvement Cost: $1,367,000,  Total Project Cost: $6,266,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2064,  Location: WEST OF BUTLER VAL INTG (Lat: 40.608333,  Lng: -79.953333),  Route carried "on" structure: State highway ,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 5,897 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,306 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: SR 4067, LR02126
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.825,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  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: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $1,054,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2113,  Location: 102003 STEEN RD OV AQUADT (Lat: 40.377450,  Lng: -80.103389),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 3,215 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,507 (year 2038),  Design Load: HS 20,  Features Intersected: CHARTIERS CRK FLOOD CHAN,  Facility Carried by Structure: STEEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $188,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2756,  Location: 79/376 INTERCHANGE (Lat: 40.422219,  Lng: -80.100267),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 11,977 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,209 (year 2032),  Design Load: HS 20,  Features Intersected: CAMPBELL RUN ROAD,  Facility Carried by Structure: RAMP A TO 376 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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: 2997,  Location: LOOKABOUGH NO.3 (Lat: 40.671942,  Lng: -79.597889),  Route carried "on" structure: State highway 66,  Year Built: 1952,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,573 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,978 (year 2032),  Design Load: HS 20,  Features Intersected: ELDER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.507,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 369,  Location: 0.5' MI N OF SR 3007 (Lat: 40.619406,  Lng: -80.287094),  Route carried "on" structure: State highway ,  Year Built: 1950,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,539 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,579 (year 2032),  Design Load: HS 20,  Features Intersected: LOGTOWN RUN,  Facility Carried by Structure: CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.639,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum 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: April 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $252,000,  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: 3741,  Location: SR 4010 OVER SR 0060 (Lat: 40.741253,  Lng: -80.369853),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 359 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 303 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: ACHORTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.197,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.10m (36.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $662,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3744,  Location: 100'E.OF TWP.RD.404 (Lat: 40.722478,  Lng: -80.415708),  Route carried "on" structure: State highway ,  Year Built: 1930,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 82 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 196 (year 2032),  Design Load: HS 20,  Features Intersected: SOUTH BRANCH BRADY RUN,  Facility Carried by Structure: BRADY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.573,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $264,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3751,  Location: @INTER.W/TWP.RD.603 (Lat: 40.789522,  Lng: -80.418933),  Route carried "on" structure: State highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,986 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,939 (year 2032),  Design Load: HS 20,  Features Intersected: SMALL RUN,  Facility Carried by Structure: OLD DARLINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: Poor,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 3765,  Location: @ INTERSECTION W/SR 4012 (Lat: 40.721978,  Lng: -80.386456),  Route carried "on" structure: State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 98 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 158 (year 2032),  Design Load: HS 20,  Features Intersected: S.BRANCH BRADY RUN,  Facility Carried by Structure: GRANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.550,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 378,  Location: 7000'N.OF TR68 (Lat: 40.668544,  Lng: -80.395197),  Route carried "on" structure: State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 171 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 375 (year 2032),  Design Load: HS 20,  Features Intersected: SIX MILE RUN,  Facility Carried by Structure: PINE GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.445,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3781,  Location: 7700'N.OF INTER W/TR68 (Lat: 40.670181,  Lng: -80.395047),  Route carried "on" structure: State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 171 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 375 (year 2032),  Design Load: HS 20,  Features Intersected: SIX MILE RUN,  Facility Carried by Structure: PINE GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.282,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 379,  Location: NEAR TWO MILE RUN PARK (Lat: 40.708747,  Lng: -80.343681),  Route carried "on" structure: State highway ,  Year Built: 1948,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 382 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 474 (year 2032),  Design Load: HS 20,  Features Intersected: TWO MILE RUN,  Facility Carried by Structure: GYPSY GLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.494,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3792,  Location: CHIPPEWA TWP (Lat: 40.763817,  Lng: -80.362247),  Route carried "on" structure: Interstate 60,  Year Built: 1992,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 9,871 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,459 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0051,  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3793,  Location: CHIPPEWA TWP (Lat: 40.764053,  Lng: -80.362550),  Route carried "on" structure: Interstate 60,  Year Built: 1992,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 9,871 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,459 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0051,  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3823,  Location: TR588 UNDER PIKE (Lat: 40.792842,  Lng: -80.274583),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 22,663 (year 2001),  Truck Traffic: 28%,  Average Future Daily Traffic: 32,679 (year 2030),  Design Load: HS 20,  Features Intersected: SR 0588, LR04026
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $97,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $1,312,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3844,  Location: 004019 AT CANTON ST (Lat: 40.706336,  Lng: -80.273872),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2041),  Features Intersected: LACOCK RUN,  Facility Carried by Structure: ADAMS ST
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019

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Structure Number: 3847,  Location: 004009 BRADYS RUN PARK (Lat: 40.731883,  Lng: -80.339356),  Route carried "on" structure: County highway ,  Year Built: 1856,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 55 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 61 (year 2042),  Design Load: HS 20,  Features Intersected: BRADY RUN (S BRANCH),  Facility Carried by Structure: PARK ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: August 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $44,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3849,  Location: 004006 PINE GROVE RD (Lat: 40.675347,  Lng: -80.402647),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 125 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 140 (year 2041),  Design Load: HS 20,  Features Intersected: SIX MILE RUN,  Facility Carried by Structure: PINE GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3929,  Location: .3 MI.N.SR2005,PINEY CRK. (Lat: 39.787708,  Lng: -78.405383),  Route carried "on" structure: State highway 26,  Year Built: 1999,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 337 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 465 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PINEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.380,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 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: 3931,  Location: 1.1 MILE SOUTH OF SR 2010 (Lat: 39.895669,  Lng: -78.391183),  Route carried "on" structure: State highway 26,  Year Built: 1999,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 313 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 411 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WEIMER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.353,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3933,  Location: 0.3 MILE NORTH OF SR 2020 (Lat: 40.001397,  Lng: -78.359575),  Route carried "on" structure: State highway 26,  Year Built: 1930,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 3,463 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,170 (year 2032),  Design Load: H 15,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.362,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  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: 4.30m (14.11ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $307,000,  Total Project Cost: $1,405,000,  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: 3951,  Location: 1.8 MILE SOUTH OF TR 913 (Lat: 40.192678,  Lng: -78.259081),  Route carried "on" structure: State highway 26,  Year Built: 1929,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,672 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,647 (year 2032),  Design Load: H 15,  Features Intersected: RAVERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.622,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.3 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $469,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3956,  Location: 0.6 MILE EAST OF TR 96 (Lat: 40.049042,  Lng: -78.632725),  Route carried "on" structure: US 30,  Year Built: 1947,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,414 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,507 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB.TO SHAWNEE LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.146,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020