Bridge Statistics for Mifflinburg, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 115ft / 34.5mTotal length
- $2,364,000Total costs
- 28,232Total average daily traffic
- 1,766Total average daily truck traffic
- 37,287Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mifflinburg
- No street view available for this location
- New bridges - historical statistics
- 31900-1909
- 11910-1919
- 31930-1939
- 21940-1949
- 11950-1959
- 11960-1969
- 31970-1979
- 21980-1989
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 31940-1949
- 21950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 18.8%Excellent
- 12.5%Very good
- 12.5%Good
- 31.3%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 17.6%Excellent
- 5.9%Good
- 35.3%Satisfactory
- 23.5%Fair
- 11.8%Poor
- 5.9%Imminent failure
- Bridge Condition - Substructure
- 11.8%Very good
- 29.4%Good
- 23.5%Satisfactory
- 23.5%Fair
- 5.9%Poor
- 5.9%Imminent failure
- Bridge Condition - Channel
- 11.1%Good
- 50.0%Satisfactory
- 33.3%Fair
- 5.6%Poor
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Structure Number: 3341, Location: 1 MI E OF MIFFLINBURG (Lat: 40.927303, Lng: -77.019692), Route carried "on" structure: State highway 45, Year Built: 1938, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 11,006 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 16,838 (year 2032), Features Intersected: OVER TRIB. BUFFALO CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.388, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: 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, Inspection Date: Febuary 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $107,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3341, Location: 1 MI E OF MIFFLINBURG (Lat: 40.927303, Lng: -77.019692), Route carried "on" structure: State highway 45, Year Built: 1938, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 11,006 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 16,838 (year 2032), Features Intersected: OVER TRIB. BUFFALO CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.388, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: 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, Inspection Date: Febuary 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $107,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3346, Location: 3 MI N OF NEW BERLIN (Lat: 40.888592, Lng: -77.038722), Route carried "on" structure: State highway 304, Year Built: 1941, Year Reconstructed: 2003, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,880 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,752 (year 2032), Features Intersected: SWEITZERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.852, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $229,000, Total Project Cost: $894,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3346, Location: 3 MI N OF NEW BERLIN (Lat: 40.888592, Lng: -77.038722), Route carried "on" structure: State highway 304, Year Built: 1941, Year Reconstructed: 2003, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,880 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,752 (year 2032), Features Intersected: SWEITZERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.852, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $229,000, Total Project Cost: $894,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 33471, Location: 3 MI W OF MAZEPPA (Lat: 40.974703, Lng: -77.042150), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,682 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,948 (year 2032), Design Load: H 20, Features Intersected: OVER RAPID RUN, Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 33471, Location: 3 MI W OF MAZEPPA (Lat: 40.974703, Lng: -77.042150), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,682 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,948 (year 2032), Design Load: H 20, Features Intersected: OVER RAPID RUN, Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3355, Location: BORO OF MIFFLINBURG (Lat: 40.923614, Lng: -77.053439), Route carried "on" structure: State highway , Year Built: 1940, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,318 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,524 (year 2032), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SR 3003=8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.972, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), 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: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $81,000, Total Project Cost: $373,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3355, Location: BORO OF MIFFLINBURG (Lat: 40.923614, Lng: -77.053439), Route carried "on" structure: State highway , Year Built: 1940, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,318 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,524 (year 2032), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SR 3003=8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.972, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), 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: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $81,000, Total Project Cost: $373,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 33566, Location: 1.51 MI N OF MIFFLINBURG (Lat: 40.930606, Lng: -77.040206), Route carried "on" structure: State highway , Year Built: 1972, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 5,045 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 6,714 (year 2032), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SR 3007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.922, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), 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: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Inventory Rating: 52.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33566, Location: 1.51 MI N OF MIFFLINBURG (Lat: 40.930606, Lng: -77.040206), Route carried "on" structure: State highway , Year Built: 1972, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 5,045 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 6,714 (year 2032), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SR 3007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.922, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), 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: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Inventory Rating: 52.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, 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: 33567, Location: 1 MI N OF MIFFLINBURG (Lat: 40.933933, Lng: -77.041847), Route carried "on" structure: State highway , Year Built: 1972, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 3,130 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 3,179 (year 2032), Design Load: HS 20, Features Intersected: NORTH BRANCH BUFFALO CR, Facility Carried by Structure: SR 3007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.484, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), 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: Good, Channel: Fair, Inventory Rating: 62.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33567, Location: 1 MI N OF MIFFLINBURG (Lat: 40.933933, Lng: -77.041847), Route carried "on" structure: State highway , Year Built: 1972, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 3,130 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 3,179 (year 2032), Design Load: HS 20, Features Intersected: NORTH BRANCH BUFFALO CR, Facility Carried by Structure: SR 3007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.484, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), 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: Good, Channel: Fair, Inventory Rating: 62.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, 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: 336, Location: 1.1 MI NNE OF MIFFLINBURG (Lat: 40.932400, Lng: -77.037364), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2043), Design Load: HS 20, Features Intersected: N. BRANCH BUFFALO CREEK, Facility Carried by Structure: T-347 (CTY BR 15)
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $50,000, Total Project Cost: $124,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 336, Location: 1.1 MI NNE OF MIFFLINBURG (Lat: 40.932400, Lng: -77.037364), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2043), Design Load: HS 20, Features Intersected: N. BRANCH BUFFALO CREEK, Facility Carried by Structure: T-347 (CTY BR 15)
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $50,000, Total Project Cost: $124,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 33601, Location: 1.2 Mi NNE OF MIFFLINBURG (Lat: 40.932547, Lng: -77.035161), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 2016, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 162 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 250 (year 2043), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: T-380
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $111,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33601, Location: 1.2 Mi NNE OF MIFFLINBURG (Lat: 40.932547, Lng: -77.035161), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 2016, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 162 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 250 (year 2043), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: T-380
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $111,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 33602, Location: EAST OF JOHNSTOWN (Lat: 40.942089, Lng: -77.051808), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1954, Status: Closed, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 119 (year 2009), Average Future Daily Traffic: 184 (year 2031), Features Intersected: N. BR. BUFFALO CREEK, Facility Carried by Structure: T-357
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Satisfactory, Superstructure: Imminent failure, Substructure: Imminent failure, Channel: Satisfactory, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $50,000, Total Project Cost: $187,000, Deck Structure Type: Open Grating
Structure Number: 33602, Location: EAST OF JOHNSTOWN (Lat: 40.942089, Lng: -77.051808), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1954, Status: Closed, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 119 (year 2009), Average Future Daily Traffic: 184 (year 2031), Features Intersected: N. BR. BUFFALO CREEK, Facility Carried by Structure: T-357
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Satisfactory, Superstructure: Imminent failure, Substructure: Imminent failure, Channel: Satisfactory, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $50,000, Total Project Cost: $187,000, Deck Structure Type: Open Grating
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Structure Number: 33604, Location: 1.5 M.E.OF PLEASANT GROVE (Lat: 40.919697, Lng: -77.100969), Route carried "on" structure: City street , Year Built: 1954, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2043), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: T-374 (CTY BR 21)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, 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: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $50,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 33604, Location: 1.5 M.E.OF PLEASANT GROVE (Lat: 40.919697, Lng: -77.100969), Route carried "on" structure: City street , Year Built: 1954, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2043), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: T-374 (CTY BR 21)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, 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: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $50,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 33605, Location: 2.3 MI. W OF MIFFLINBURG (Lat: 40.917297, Lng: -77.091508), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1958, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 150 (year 2021), Average Future Daily Traffic: 232 (year 2043), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: T-376 CTY BR. 20
Minimum Vertical Clearance: 2.06m (6.76ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $50,000, Total Project Cost: $122,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 33605, Location: 2.3 MI. W OF MIFFLINBURG (Lat: 40.917297, Lng: -77.091508), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1958, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 150 (year 2021), Average Future Daily Traffic: 232 (year 2043), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: T-376 CTY BR. 20
Minimum Vertical Clearance: 2.06m (6.76ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $50,000, Total Project Cost: $122,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 33606, Location: 1 MI. NWW OF FOREST HILL (Lat: 40.981906, Lng: -77.064936), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 2021, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 108 (year 2021), Average Future Daily Traffic: 167 (year 2043), Design Load: HL 93, Features Intersected: RAPID RUN, Facility Carried by Structure: T-383 CTY BR 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $50,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33606, Location: 1 MI. NWW OF FOREST HILL (Lat: 40.981906, Lng: -77.064936), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 2021, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 108 (year 2021), Average Future Daily Traffic: 167 (year 2043), Design Load: HL 93, Features Intersected: RAPID RUN, Facility Carried by Structure: T-383 CTY BR 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $50,000, Total Project Cost: $78,000, 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: 33607, Location: 1.1 MI. N. OF MIFFLINBURG (Lat: 40.934094, Lng: -77.046894), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 618 (year 2043), Design Load: H 20, Features Intersected: COAL RUN, Facility Carried by Structure: T-394
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 33607, Location: 1.1 MI. N. OF MIFFLINBURG (Lat: 40.934094, Lng: -77.046894), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 618 (year 2043), Design Load: H 20, Features Intersected: COAL RUN, Facility Carried by Structure: T-394
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 33608, Location: 0.3 MI. N. OF FOREST HILL (Lat: 40.978269, Lng: -77.048311), Route carried "on" structure: City street , Year Built: 1916, Year Reconstructed: 1954, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 78 (year 2043), Features Intersected: RAPID RUN, Facility Carried by Structure: T-400 CTY BR 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $96,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 33608, Location: 0.3 MI. N. OF FOREST HILL (Lat: 40.978269, Lng: -77.048311), Route carried "on" structure: City street , Year Built: 1916, Year Reconstructed: 1954, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 78 (year 2043), Features Intersected: RAPID RUN, Facility Carried by Structure: T-400 CTY BR 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $96,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 33621, Location: N 4th STREET MIFFLINBURG (Lat: 40.923622, Lng: -77.049739), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 300 (year 2021), Average Future Daily Traffic: 464 (year 2043), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: HASSENPLUG BR.
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $50,000, Total Project Cost: $132,000, Deck Structure Type: Open Grating
Structure Number: 33621, Location: N 4th STREET MIFFLINBURG (Lat: 40.923622, Lng: -77.049739), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 300 (year 2021), Average Future Daily Traffic: 464 (year 2043), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: HASSENPLUG BR.
Minimum Vertical Clearance: 3.81m (12.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $50,000, Total Project Cost: $132,000, Deck Structure Type: Open Grating
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Structure Number: 47408, Location: 1.0 MI. NE OF DICE (Lat: 40.899097, Lng: -77.025800), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 39 (year 2041), Design Load: HS 20, Features Intersected: TURKEY RUN, Facility Carried by Structure: T-338
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 54.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 47408, Location: 1.0 MI. NE OF DICE (Lat: 40.899097, Lng: -77.025800), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 39 (year 2041), Design Load: HS 20, Features Intersected: TURKEY RUN, Facility Carried by Structure: T-338
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 54.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54302, Location: N. 3RD STR, MIFFLINBURG (Lat: 40.925850, Lng: -77.046497), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 237 (year 2021), Average Future Daily Traffic: 367 (year 2043), Design Load: HL 93, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: TWP-
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.6 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54302, Location: N. 3RD STR, MIFFLINBURG (Lat: 40.925850, Lng: -77.046497), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 237 (year 2021), Average Future Daily Traffic: 367 (year 2043), Design Load: HL 93, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: TWP-
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.6 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: March 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: 56121, Location: 0.1 MI WEST OF RED BANK (Lat: 40.950694, Lng: -77.055294), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 593 (year 2043), Design Load: HL 93, Features Intersected: N. BR. BUFFALO CREEK, Facility Carried by Structure: T-359 TAYLOR BRDG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, 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: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.2 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56121, Location: 0.1 MI WEST OF RED BANK (Lat: 40.950694, Lng: -77.055294), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 593 (year 2043), Design Load: HL 93, Features Intersected: N. BR. BUFFALO CREEK, Facility Carried by Structure: T-359 TAYLOR BRDG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, 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: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.2 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing