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

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Structure Number: 2257,  Location: BF06 BULL CREEK #6 (Lat: 40.651314,  Lng: -79.799628),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 602 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 733 (year 2030),  Design Load: HL 93,  Features Intersected: BULL CREEK,  Facility Carried by Structure: THOMPSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 33.4 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: Equal to 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $69,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4721,  Location: 2 MI.N.OF LENHARTSVILLE (Lat: 40.607708,  Lng: -75.873100),  Route carried "on" structure: State highway 143,  Year Built: 1932,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,177 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,898 (year 2032),  Design Load: HS 20,  Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.965,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2218,  Location: 250'NORTH OF TWP RD 394 (Lat: 40.955425,  Lng: -80.384297),  Route carried "on" structure: State highway 18,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 3,402 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,573 (year 2032),  Design Load: HS 20,  Features Intersected: HICKORY RUN,  Facility Carried by Structure: LIBERTY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.069,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 70.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 22181,  Location: CITY OF NEW CASTLE (Lat: 40.963653,  Lng: -80.382375),  Route carried "on" structure: State highway 18,  Year Built: 1960,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 3,402 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,573 (year 2032),  Design Load: HS 20,  Features Intersected: MAHONING RIVER,  Facility Carried by Structure: LIBERTY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.069,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 62.6 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: 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: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $601,000,  Total Project Cost: $2,754,000,  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: 22183,  Location: MAHONING AVE. VIADUCT (Lat: 40.981797,  Lng: -80.354900),  Route carried "on" structure: State highway 18,  Year Built: 1923,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 36.42m (119.49ft),  Average Daily Traffic: 3,984 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,144 (year 2039),  Design Load: HS 20,  Features Intersected: SHENANGO R, NCI RR,  Facility Carried by Structure: MAHONING AVE
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 17.151,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Railroad,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 93.6m (307.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 51.80m (169.95ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2019,  Critical Feature Inspection Date: November 2019,  Other Special Inspection Date: November 2020,  Bridge Improvement Cost: $1,554,000,  Roadway Improvement Cost: $4,576,000,  Total Project Cost: $20,977,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22221,  Location: SR 0065 OVER SR 0422 (Lat: 40.972192,  Lng: -80.314019),  Route carried "on" structure: State highway 65,  Year Built: 1971,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 23,630 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,752 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0422-BEN FRANKLIN HW,  Facility Carried by Structure: WASHINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.571,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $458,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22223,  Location: AT ENTRANCE CASCADE PK (Lat: 40.977622,  Lng: -80.318397),  Route carried "on" structure: State highway 65,  Year Built: 1904,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 23,629 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,750 (year 2032),  Design Load: HS 20,  Features Intersected: BIG RUN,  Facility Carried by Structure: ELLWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.181,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $403,000

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Structure Number: 22251,  Location: AT MORAVIA EXIT (Lat: 40.969456,  Lng: -80.365089),  Route carried "on" structure: State highway 168,  Year Built: 1971,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 3,472 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,150 (year 2032),  Design Load: HS 20,  Features Intersected: SR 422,  Facility Carried by Structure: MORAVIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.862,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $518,000,  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: 22254,  Location: @ INTER. WITH SR 1002 (Lat: 41.039342,  Lng: -80.288581),  Route carried "on" structure: State highway 168,  Year Built: 1959,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,389 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,460 (year 2032),  Design Load: HS 20,  Features Intersected: HOTTENBAUGH RUN,  Facility Carried by Structure: EASTBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.234,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 83.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020

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Structure Number: 22255,  Location: 500' WEST OF SR 1009 (Lat: 41.040828,  Lng: -80.284733),  Route carried "on" structure: State highway 168,  Year Built: 1959,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 2,688 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,796 (year 2032),  Design Load: HS 20,  Features Intersected: HOTTENBAUGH RUN,  Facility Carried by Structure: EASTBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.091,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 38.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $178,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22256,  Location: 0.2 MI. W.OF TWP. RD. 533 (Lat: 41.040608,  Lng: -80.280550),  Route carried "on" structure: State highway 168,  Year Built: 1930,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,688 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,796 (year 2032),  Design Load: HS 20,  Features Intersected: HOTTENBAUGH RUN,  Facility Carried by Structure: EASTBROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.091,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $99,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22302,  Location: 300' SOUTH OF SR 1010 (Lat: 41.044383,  Lng: -80.267331),  Route carried "on" structure: State highway 388,  Year Built: 1941,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,307 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,699 (year 2032),  Design Load: HS 20,  Features Intersected: HOTTENBAUGH RUN,  Facility Carried by Structure: STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.321,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 22321,  Location: @ INT W/ SR 0018 (Lat: 40.975494,  Lng: -80.371808),  Route carried "on" structure: US 422,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 12.92m (42.39ft),  Average Daily Traffic: 7,190 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,539 (year 2032),  Design Load: HS 20,  Features Intersected: RT 0018 NB SB, CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.268,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.90m (45.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $737,000,  Total Project Cost: $3,376,000,  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: 22322,  Location: @ INT W/ SR 0018 (Lat: 40.975611,  Lng: -80.371525),  Route carried "on" structure: US 422,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 7,439 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,926 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0018 NB SB CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.860,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.00m (42.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $395,000,  Total Project Cost: $1,810,000,  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: 22323,  Location: 250' N.W.OF SR 0168 (Lat: 40.972242,  Lng: -80.368589),  Route carried "on" structure: US 422,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 53.80m (176.51ft),  Average Daily Traffic: 7,190 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,539 (year 2032),  Design Load: HS 20,  Features Intersected: SHEN R, INDSTRY. ST, NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.995,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.7m (3,279.9ft), Horizontal Clearance: 9999.9m (32,808.1ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 5,  Length of Maximum Span: 61.0m (200.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum 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: 54.60m (179.13ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22324,  Location: 250'N.W.OF SR 0168 (Lat: 40.972275,  Lng: -80.368189),  Route carried "on" structure: US 422,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 52.85m (173.39ft),  Average Daily Traffic: 7,439 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,926 (year 2032),  Design Load: HS 20,  Features Intersected: SHEN R,ISS.,EASX,BOLT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.576,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.7m (3,279.9ft), Horizontal Clearance: 6705.9m (22,001.0ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 5,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.60m (175.85ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $682,000,  Roadway Improvement Cost: $2,008,000,  Total Project Cost: $9,204,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22333,  Location: SHENANGO TWP.OVER SR 2004 (Lat: 40.978189,  Lng: -80.300303),  Route carried "on" structure: US 422,  Year Built: 1971,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 15,156 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,516 (year 2032),  Design Load: HS 20,  Features Intersected: BUSINESS ROUTE 422,  Facility Carried by Structure: BENJAMIN FRANKLIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.441,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $1,041,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22366,  Location: 2 MI. WEST OF SR 0388 (Lat: 41.041706,  Lng: -80.304961),  Route carried "on" structure: State highway ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 3,075 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,035 (year 2032),  Design Load: HS 20,  Features Intersected: NESHANNOCK CREEK,  Facility Carried by Structure: MAITLAND LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.650,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.5 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: 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22372,  Location: 285' NORTH OF TR 168 (Lat: 41.041736,  Lng: -80.282575),  Route carried "on" structure: State highway ,  Year Built: 1913,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 136 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 202 (year 2032),  Design Load: HS 20,  Features Intersected: OVER HETTENBAUGH RUN,  Facility Carried by Structure: NESHANNOCK FALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $133,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22377,  Location: 1000' EAST OF TWP. RD.466 (Lat: 40.990403,  Lng: -80.293306),  Route carried "on" structure: State highway ,  Year Built: 1939,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 620 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,029 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH BIG RUN,  Facility Carried by Structure: FREW MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.321,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: August 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $163,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22401,  Location: SHENANGO TWP SHENANGO RD (Lat: 40.944264,  Lng: -80.307225),  Route carried "on" structure: State highway ,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 828 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,443 (year 2032),  Design Load: HS 20,  Features Intersected: MCKEE RUN,  Facility Carried by Structure: OLD PITTSBURGH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.408,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: October 2019,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22402,  Location: 1/4 MI. SOUTH OF SR 2008 (Lat: 40.968775,  Lng: -80.316881),  Route carried "on" structure: State highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,942 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,059 (year 2032),  Design Load: HS 20,  Features Intersected: BR. BIG RUN,  Facility Carried by Structure: WURTEMBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.418,  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: 7.0m (23.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 66.2 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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $56,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22403,  Location: 400' E OF INT.W/SR 0018 (Lat: 40.997239,  Lng: -80.345589),  Route carried "on" structure: Business US 422B,  Year Built: 1950,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 3,642 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,847 (year 2032),  Design Load: HS 20,  Features Intersected: NESHANNOCK CREEK,  Facility Carried by Structure: GROVE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $84,000,  Roadway Improvement Cost: $247,000,  Total Project Cost: $1,133,000,  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: 22404,  Location: .5 MI NW OF SR 0422 (Lat: 40.982942,  Lng: -80.307736),  Route carried "on" structure: Business US 422B,  Year Built: 1950,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 6,990 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,696 (year 2032),  Design Load: HS 20,  Features Intersected: BIG RUN,  Facility Carried by Structure: BEN FRANKLIN HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.513,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $146,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 22406,  Location: 300'NW OF INT.W/SR 0422 (Lat: 40.978844,  Lng: -80.301725),  Route carried "on" structure: Business US 422B,  Year Built: 1950,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,990 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,698 (year 2032),  Design Load: HS 20,  Features Intersected: WILLOW BROOK,  Facility Carried by Structure: BEN FRANKLIN HW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.598,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $82,000

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Structure Number: 22409,  Location: @ TR 108&168 INTERSECTION (Lat: 41.000000,  Lng: -80.342611),  Route carried "on" structure: State highway ,  Year Built: 1909,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 14,066 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,315 (year 2032),  Design Load: HS 20,  Features Intersected: NESHANNOCK CREEK,  Facility Carried by Structure: EAST WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $1,011,000

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Structure Number: 22432,  Location: 1000' N.W. OF SR 0168 (Lat: 40.969764,  Lng: -80.369092),  Route carried "on" structure: State highway ,  Year Built: 1986,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 1,952 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,141 (year 2032),  Design Load: HS 20,  Features Intersected: SHENANGO RIVER,  Facility Carried by Structure: CHERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.571,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.00m (45.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $781,000,  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: 22444,  Location: 1 MI. SOUTH OF SR 0108 (Lat: 40.955075,  Lng: -80.408928),  Route carried "on" structure: State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 309 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 531 (year 2032),  Design Load: HS 20,  Features Intersected: HICKORY RUN,  Facility Carried by Structure: CLELAND MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.669,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 22452,  Location: 1/2 MI. WEST OF SR 0018 (Lat: 40.999825,  Lng: -80.351736),  Route carried "on" structure: State highway ,  Year Built: 1924,  Status: Posted for load,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 7,349 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,714 (year 2032),  Design Load: HS 20,  Features Intersected: ISS RAILROAD,  Facility Carried by Structure: WEST WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $761,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22453,  Location: 900' WEST OF SR 0018 (Lat: 40.999828,  Lng: -80.350547),  Route carried "on" structure: State highway ,  Year Built: 1976,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 6,683 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,714 (year 2032),  Design Load: HS 20,  Features Intersected: SHENANGO RIVER,  Facility Carried by Structure: WEST WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.167,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $497,000,  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: 22485,  Location: FALLS ST BRIDGE (Lat: 41.002069,  Lng: -80.354447),  Route carried "on" structure: Business US 224,  Year Built: 1974,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 12,348 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,392 (year 2032),  Design Load: HS 20,  Features Intersected: SHENANGO R, ISS RAILROAD,  Facility Carried by Structure: FALLS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.306,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 25 degrees,  Navigation Control: Yes ( Vertical Clearance: 485.9m (1,594.2ft), Horizontal Clearance: 1690.1m (5,544.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.60m (44.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $832,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22496,  Location: NORTH BEAVER TWP. (Lat: 40.941667,  Lng: -80.391667),  Route carried "on" structure: Other road 60,  Year Built: 1992,  Status: Open,  Structure Length: 4.18m (13.71ft),  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: T-409,  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: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  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: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 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: 22497,  Location: NORTH BEAVER TWP. (Lat: 40.941667,  Lng: -80.393333),  Route carried "on" structure: Other road 60,  Year Built: 1992,  Status: Open,  Structure Length: 3.29m (10.79ft),  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: T-409,  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: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.5 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 22498,  Location: NORTH BEAVER TWP. (Lat: 40.956667,  Lng: -80.393333),  Route carried "on" structure: Interstate 60,  Year Built: 1992,  Status: Open,  Structure Length: 11.73m (38.48ft),  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: HICKORY RUN,  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  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: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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,  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: 22499,  Location: NORTH BEAVER TWP. (Lat: 40.956667,  Lng: -80.395000),  Route carried "on" structure: Other road 60,  Year Built: 1992,  Status: Open,  Structure Length: 11.73m (38.48ft),  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: HICKORY RUN,  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  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: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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,  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: 225,  Location: 2.0 MI W OF SR 3009 (Lat: 40.970153,  Lng: -80.400653),  Route carried "on" structure: State highway 108,  Year Built: 1992,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 4,764 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,382 (year 2032),  Design Load: HS 20,  Features Intersected: PA TURNPIKE (376 EB-WB),  Facility Carried by Structure: MT. JACKSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.977,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing