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

Find on map >>   Show street view

Structure Number: 12164,  Location: 4 MILE NE BEECH CREEK (Lat: 41.098158,  Lng: -77.520819),  Route carried "on" structure: State highway 150,  Year Built: 1934,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,648 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,875 (year 2041),  Design Load: H 15,  Features Intersected: LAUREL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.268,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $464,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12165,  Location: MILL HALL (Lat: 41.098472,  Lng: -77.501181),  Route carried "on" structure: State highway 150,  Year Built: 1985,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 6,429 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,994 (year 2041),  Design Load: HS 20,  Features Intersected: BALD EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.555,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12189,  Location: CEDAR SPRINGS (Lat: 41.084372,  Lng: -77.473228),  Route carried "on" structure: US 220,  Year Built: 1968,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 6,207 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 11,691 (year 2040),  Design Load: HS 20,  Features Intersected: SR 2006 & FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.083,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1219,  Location: CEDAR SPRINGS (Lat: 41.092219,  Lng: -77.478508),  Route carried "on" structure: US 220,  Year Built: 1976,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 6,175 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,459 (year 2040),  Design Load: HS 20,  Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.459,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: 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: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 12191,  Location: CEDAR SPRINGS (Lat: 41.092319,  Lng: -77.478686),  Route carried "on" structure: US 220,  Year Built: 1976,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 6,384 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,447 (year 2040),  Design Load: HS 20,  Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.491,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: 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: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 12192,  Location: MILL HALL (Lat: 41.105056,  Lng: -77.482092),  Route carried "on" structure: US 220,  Year Built: 1975,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 6,175 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,459 (year 2040),  Design Load: HS 20,  Features Intersected: PRIVATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.985,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $710,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12193,  Location: MILL HALL (Lat: 41.105031,  Lng: -77.482278),  Route carried "on" structure: US 220,  Year Built: 1975,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 6,384 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,447 (year 2040),  Design Load: HS 20,  Features Intersected: PRIVATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.031,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $710,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12237,  Location: 1 MILE SOUTH MILL HALL (Lat: 41.086931,  Lng: -77.475944),  Route carried "on" structure: State highway 477,  Year Built: 1976,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 2,678 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,002 (year 2040),  Design Load: HS 20,  Features Intersected: SR 220-US 220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 12238,  Location: SALONA (Lat: 41.085531,  Lng: -77.470642),  Route carried "on" structure: State highway 477,  Year Built: 1984,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,678 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,002 (year 2040),  Design Load: H 15,  Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.710,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 96.2 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: 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: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12322,  Location: CEDAR SPRINGS (Lat: 41.075242,  Lng: -77.477836),  Route carried "on" structure: State highway ,  Year Built: 1950,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 820 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 296 (year 2040),  Design Load: HS 20,  Features Intersected: FISHING CREEK,  Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.983,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  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: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $473,000,  Deck Structure Type: Open Grating

Find on map >>   Show street view

Structure Number: 12342,  Location: MILL HALL (Lat: 41.109817,  Lng: -77.476956),  Route carried "on" structure: Spur State highway ,  Year Built: 1976,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 5,064 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,004 (year 2041),  Design Load: HS 20,  Features Intersected: SR 220-US 220,  Facility Carried by Structure: SR 2015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $328,000,  Total Project Cost: $1,503,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12343,  Location: MILL HALL (Lat: 41.109764,  Lng: -77.477058),  Route carried "on" structure: Spur State highway ,  Year Built: 1976,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 4,550 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,070 (year 2041),  Design Load: HS 20,  Features Intersected: SR 220-US 220,  Facility Carried by Structure: SR 2015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $692,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12346,  Location: 1 MILE EAST MILL HALL (Lat: 41.111419,  Lng: -77.478439),  Route carried "on" structure: Spur State highway ,  Year Built: 1976,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 4,550 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,070 (year 2041),  Design Load: HS 20,  Features Intersected: NITTANY & BALD EAGLE RR,  Facility Carried by Structure: SR 2015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 12352,  Location: 2 MILE SW CEDAR SPRINGS (Lat: 41.063944,  Lng: -77.511361),  Route carried "on" structure: State highway ,  Year Built: 1947,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 595 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 637 (year 2041),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: ON TSR 338
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.005,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $467,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12354,  Location: 2 MILE WEST MILL HALL (Lat: 41.109497,  Lng: -77.526431),  Route carried "on" structure: State highway ,  Year Built: 1929,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 327 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 474 (year 2041),  Design Load: H 15,  Features Intersected: LAUREL RUN,  Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.904,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $368,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12399,  Location: 0.2 MI NE OF CEDAR SPRING (Lat: 41.082397,  Lng: -77.477597),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Posted for load,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 154 (year 2043),  Design Load: HS 20,  Features Intersected: FISHING CREEK,  Facility Carried by Structure: T-322
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 124,  Location: 0.4 MI SW OF MACKEYVILLE (Lat: 41.049003,  Lng: -77.465000),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 70 (year 2043),  Design Load: HS 20,  Features Intersected: FISHING CREEK,  Facility Carried by Structure: T-354
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12415,  Location: MILL HALL BOROUGH (Lat: 41.104197,  Lng: -77.486797),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 350 (year 2043),  Design Load: HS 20,  Features Intersected: FISHING CREEK,  Facility Carried by Structure: EAST CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12416,  Location: 200FT E. RT. 64:MILL HALL (Lat: 41.109497,  Lng: -77.486500),  Route carried "on" structure: City street ,  Year Built: 1974,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 350 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 490 (year 2043),  Design Load: HL 93,  Features Intersected: FISHING CREEK,  Facility Carried by Structure: EAST PEALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  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: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 42.6 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 desirable 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: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $426,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 43287,  Location: MILL HALL (Lat: 41.115025,  Lng: -77.486664),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 976 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 663 (year 2040),  Design Load: HS 20,  Features Intersected: FISHING CREEK,  Facility Carried by Structure: ON TSR 382
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.653,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 82.6 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 43467,  Location: CEDAR SPRINGS (Lat: 41.080197,  Lng: -77.479972),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 820 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 296 (year 2041),  Design Load: HL 93,  Features Intersected: CEDAR RUN,  Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.346,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4548,  Location: 6 MI SW LOCK HAVEN (Lat: 41.106919,  Lng: -77.523814),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 327 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 474 (year 2041),  Design Load: HL 93,  Features Intersected: LAUREL RUN,  Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.904,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 92.5 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 46253,  Location: SALONA (Lat: 41.082714,  Lng: -77.460869),  Route carried "on" structure: State highway 477,  Year Built: 2010,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,678 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,002 (year 2040),  Design Load: HL 93,  Features Intersected: LONG RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.798,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 46948,  Location: CEDAR SPRING (Lat: 41.078747,  Lng: -77.479525),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 820 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 296 (year 2040),  Design Load: HL 93,  Features Intersected: FISHING CREEK,  Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.346,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  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: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 52715,  Location: MILL HALL BORO (Lat: 41.101683,  Lng: -77.484739),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,041 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,586 (year 2040),  Design Load: HL 93,  Features Intersected: FISHING CREEK,  Facility Carried by Structure: ON MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 41.5 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5348,  Location: SALONA (Lat: 41.085472,  Lng: -77.465275),  Route carried "on" structure: State highway 477,  Year Built: 2016,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,678 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,385 (year 2037),  Design Load: HL 93,  Features Intersected: Long Run,  Facility Carried by Structure: Long Run Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.312,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.0m (23.0ft),  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: 17.7m (58.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 51.2 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5374,  Location: 3 MILE EAST BEECH CREEK (Lat: 41.090094,  Lng: -77.535789),  Route carried "on" structure: State highway 150,  Year Built: 2017,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 6,648 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,225 (year 2037),  Design Load: HL 93,  Features Intersected: Masden Run,  Facility Carried by Structure: Eagle Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.717,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 8.8m (28.9ft),  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: 12.5m (41.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.2 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: 40.5 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12189,  Location: CEDAR SPRINGS (Lat: 41.084372,  Lng: -77.473228),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 619 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 2006 & FISHING CREEK,  Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

Find on map >>   Show street view

Structure Number: 12192,  Location: MILL HALL (Lat: 41.105056,  Lng: -77.482092),  Route carried "under" structure: Other road ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2003),  Features Intersected: PRIVATE DRIVE,  Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 12193,  Location: MILL HALL (Lat: 41.105031,  Lng: -77.482278),  Route carried "under" structure: Other road ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 6 (year 2003),  Features Intersected: PRIVATE DRIVE,  Facility Carried by Structure: SR 220-US 220
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 12237,  Location: 1 MILE SOUTH MILL HALL (Lat: 41.086931,  Lng: -77.475944),  Route carried "under" structure: US 220,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,175 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR 220-US 220,  Facility Carried by Structure: SR 477-PA 477
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.880,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 12237,  Location: 1 MILE SOUTH MILL HALL (Lat: 41.086931,  Lng: -77.475944),  Route carried "under" structure: US 220,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,384 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR 220-US 220,  Facility Carried by Structure: SR 477-PA 477
Minimum Vertical Clearance: 4.61m (15.12ft),  Kilometerpoint: 4.880,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 12342,  Location: MILL HALL (Lat: 41.109817,  Lng: -77.476956),  Route carried "under" structure: US 220,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,175 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR 220-US 220,  Facility Carried by Structure: SR 2015
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 7.800,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 12342,  Location: MILL HALL (Lat: 41.109817,  Lng: -77.476956),  Route carried "under" structure: US 220,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 8,695 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR 220-US 220,  Facility Carried by Structure: SR 2015
Minimum Vertical Clearance: 4.43m (14.53ft),  Kilometerpoint: 7.825,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 12343,  Location: MILL HALL (Lat: 41.109764,  Lng: -77.477058),  Route carried "under" structure: US 220,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,175 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR 220-US 220,  Facility Carried by Structure: SR 2015
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 7.800,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 12343,  Location: MILL HALL (Lat: 41.109764,  Lng: -77.477058),  Route carried "under" structure: US 220,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 8,695 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR 220-US 220,  Facility Carried by Structure: SR 2015
Minimum Vertical Clearance: 4.43m (14.53ft),  Kilometerpoint: 7.825,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)