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

Find on map >>   Show street view

Structure Number: 1297,  Location: ATHENS TOWNSHIP (Lat: 41.743064,  Lng: -79.888289),  Route carried "on" structure: State highway 77,  Year Built: 1997,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,126 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,605 (year 2032),  Design Load: H 20,  Features Intersected: OVER MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.482,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 13184,  Location: STEUBEN TOWNSHIP (Lat: 41.686711,  Lng: -79.885297),  Route carried "on" structure: State highway ,  Year Built: 1905,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 253 (year 2022),  Truck Traffic: 15%,  Average Future Daily Traffic: 260 (year 2032),  Design Load: H 10,  Features Intersected: OVER MUDDY CREEK BRANCH,  Facility Carried by Structure: SR 1018,TOWNVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.087,  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: 6.5m (21.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 13185,  Location: STEUBEN TOWNSHIP (Lat: 41.691142,  Lng: -79.873294),  Route carried "on" structure: State highway ,  Year Built: 1950,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 253 (year 2022),  Truck Traffic: 15%,  Average Future Daily Traffic: 260 (year 2032),  Design Load: H 20,  Features Intersected: OVER MUDDY CREEK,  Facility Carried by Structure: SR 1018,CENTRVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.543,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $17,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 13187,  Location: STEUBEN TOWNSHIP (Lat: 41.712633,  Lng: -79.835750),  Route carried "on" structure: State highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 91 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 92 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER MUDDY CREEK,  Facility Carried by Structure: SR 1018,CENTRVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.524,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 99.8 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: 1.50m (4.92ft),  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 13188,  Location: ATHENS TOWNSHIP (Lat: 41.716056,  Lng: -79.828442),  Route carried "on" structure: State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 91 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 92 (year 2032),  Design Load: H 20,  Features Intersected: OVER MUDDY CREEK,  Facility Carried by Structure: SR 1018,ARMSTRONG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.376,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 13192,  Location: TOWNVILLE BOROUGH (Lat: 41.678050,  Lng: -79.879236),  Route carried "on" structure: State highway ,  Year Built: 1987,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 427 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 624 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER CLARKS RUN,  Facility Carried by Structure: SR 1020,FREEMONT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $126,000,  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: 13255,  Location: TROY TOWNSHIP (Lat: 41.626386,  Lng: -79.857611),  Route carried "on" structure: State highway ,  Year Built: 1950,  Year Reconstructed: 1998,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 469 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 560 (year 2032),  Design Load: H 20,  Features Intersected: OVER SUGAR CREEK,  Facility Carried by Structure: SR 2017,FAUNCETOWN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 13387,  Location: 3.3 MI. NW. TOWNVILLE (Lat: 41.718408,  Lng: -79.851756),  Route carried "on" structure: City street 7201,  Year Built: 1957,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 125 (year 2040),  Design Load: HS 20,  Features Intersected: OVER E.BR.MUDDY CREEK,  Facility Carried by Structure: T-301,DRAKE HILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $500,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 13389,  Location: 1.4 MI. SE. L.COOLEY (Lat: 41.725900,  Lng: -79.875500),  Route carried "on" structure: City street 7201,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 63 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OVER E.BR.MUDDY CREEK,  Facility Carried by Structure: T-709,THREE BRG.RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $581,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 13395,  Location: 1.7 MI. SE.LITTLE COOLEY (Lat: 41.721106,  Lng: -79.873139),  Route carried "on" structure: City street 7201,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 63 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OVER E.BR.MUDDY CREEK,  Facility Carried by Structure: T-794,DEWEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 40157,  Location: ATHENS TOWNSHIP (Lat: 41.741169,  Lng: -79.894486),  Route carried "on" structure: State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 173 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 331 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER INDIAN RUN,  Facility Carried by Structure: SR 1007,BROWN HILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.267,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing