Bridge Statistics for Mountainhome, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 115ft / 35.4mTotal length
- $3,638,000Total costs
- 30,125Total average daily traffic
- 1,587Total average daily truck traffic
- 42,263Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mountainhome
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21940-1949
- 91950-1959
- 11960-1969
- 11990-1999
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 31.3%Very good
- 18.8%Satisfactory
- 31.3%Fair
- 6.3%Poor
- 12.5%Serious
- Bridge Condition - Superstructure
- 5.9%Excellent
- 23.5%Very good
- 17.6%Satisfactory
- 29.4%Fair
- 17.6%Poor
- 5.9%Serious
- Bridge Condition - Substructure
- 5.9%Excellent
- 11.8%Very good
- 11.8%Good
- 17.6%Satisfactory
- 47.1%Fair
- 5.9%Poor
- Bridge Condition - Channel
- 5.9%Very good
- 17.6%Good
- 17.6%Satisfactory
- 41.2%Fair
- 17.6%Poor
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Structure Number: 26777, Location: CRESCO (Lat: 41.154600, Lng: -75.283400), Route carried "on" structure: State highway 191, Year Built: 1954, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 7,224 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 9,986 (year 2032), Design Load: HS 20, Features Intersected: MONROE COUNTY RAIL AUTH.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.003, Lanes on structure: 2, Base Highway Network: Yes, Owner: Railroad, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 84.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $49,000, Total Project Cost: $224,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26777, Location: CRESCO (Lat: 41.154600, Lng: -75.283400), Route carried "on" structure: State highway 191, Year Built: 1954, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 7,224 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 9,986 (year 2032), Design Load: HS 20, Features Intersected: MONROE COUNTY RAIL AUTH.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.003, Lanes on structure: 2, Base Highway Network: Yes, Owner: Railroad, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 84.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $49,000, Total Project Cost: $224,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26778, Location: MOUNTAIN HOME (Lat: 41.170756, Lng: -75.276075), Route carried "on" structure: State highway 191, Year Built: 1919, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 686 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 1,097 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.891, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $37,000, Total Project Cost: $171,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26778, Location: MOUNTAIN HOME (Lat: 41.170756, Lng: -75.276075), Route carried "on" structure: State highway 191, Year Built: 1919, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 686 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 1,097 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.891, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $37,000, Total Project Cost: $171,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26833, Location: CANADENSIS (Lat: 41.191878, Lng: -75.253308), Route carried "on" structure: State highway 390, Year Built: 1940, Year Reconstructed: 1956, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,355 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,170 (year 2032), Design Load: HS 20, Features Intersected: BRODHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.854, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), 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: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $32,000, Total Project Cost: $146,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26833, Location: CANADENSIS (Lat: 41.191878, Lng: -75.253308), Route carried "on" structure: State highway 390, Year Built: 1940, Year Reconstructed: 1956, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,355 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,170 (year 2032), Design Load: HS 20, Features Intersected: BRODHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.854, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), 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: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $32,000, Total Project Cost: $146,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26834, Location: 1.2 MI.N.OF SKYTOP (Lat: 41.237783, Lng: -75.230519), Route carried "on" structure: State highway 390, Year Built: 1960, Year Reconstructed: 2018, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,911 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 2,275 (year 2032), Design Load: HL 93, Features Intersected: LEAVITTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.148, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - 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: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.3 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: 40.2 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $129,000, Total Project Cost: $592,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26834, Location: 1.2 MI.N.OF SKYTOP (Lat: 41.237783, Lng: -75.230519), Route carried "on" structure: State highway 390, Year Built: 1960, Year Reconstructed: 2018, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,911 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 2,275 (year 2032), Design Load: HL 93, Features Intersected: LEAVITTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.148, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - 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: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.3 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: 40.2 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $129,000, Total Project Cost: $592,000, 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: 26855, Location: 4 MI.S. OF CANADENSIS (Lat: 41.127931, Lng: -75.230781), Route carried "on" structure: State highway 447, Year Built: 1950, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,058 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 3,151 (year 2032), Design Load: HS 20, Features Intersected: STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.800, Lanes on structure: 2, 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: 12.5m (41.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 59.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26855, Location: 4 MI.S. OF CANADENSIS (Lat: 41.127931, Lng: -75.230781), Route carried "on" structure: State highway 447, Year Built: 1950, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,058 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 3,151 (year 2032), Design Load: HS 20, Features Intersected: STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.800, Lanes on structure: 2, 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: 12.5m (41.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 59.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26859, Location: .5 M.N.OF CANADENSIS (Lat: 41.197508, Lng: -75.257083), Route carried "on" structure: State highway 447, Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 877 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,662 (year 2032), Design Load: HS 25 or greater, Features Intersected: LEAVITTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 26859, Location: .5 M.N.OF CANADENSIS (Lat: 41.197508, Lng: -75.257083), Route carried "on" structure: State highway 447, Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 877 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,662 (year 2032), Design Load: HS 25 or greater, Features Intersected: LEAVITTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.610, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 26927, Location: RED ROCK RD.(T-565) (Lat: 41.120639, Lng: -75.283747), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 603 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 693 (year 2032), Design Load: HS 20, Features Intersected: FOREST HILLS RUN, Facility Carried by Structure: RED ROCK RD(T-565)
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $54,000, Total Project Cost: $248,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26927, Location: RED ROCK RD.(T-565) (Lat: 41.120639, Lng: -75.283747), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 603 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 693 (year 2032), Design Load: HS 20, Features Intersected: FOREST HILLS RUN, Facility Carried by Structure: RED ROCK RD(T-565)
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $54,000, Total Project Cost: $248,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26928, Location: RED ROCK RD. PARADISE (Lat: 41.120639, Lng: -75.283747), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 392 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 526 (year 2032), Design Load: HS 20, Features Intersected: PARADISE CREEK, Facility Carried by Structure: SR 1006(T-635)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $227,000, Total Project Cost: $1,042,000, Deck Structure Type: Open Grating
Structure Number: 26928, Location: RED ROCK RD. PARADISE (Lat: 41.120639, Lng: -75.283747), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 392 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 526 (year 2032), Design Load: HS 20, Features Intersected: PARADISE CREEK, Facility Carried by Structure: SR 1006(T-635)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $227,000, Total Project Cost: $1,042,000, Deck Structure Type: Open Grating
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Structure Number: 26934, Location: MILL CREEK ROAD (Lat: 41.164486, Lng: -75.240378), Route carried "on" structure: State highway , Year Built: 1951, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 462 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 830 (year 2032), Design Load: HS 20, Features Intersected: BRODHEAD CREEK, Facility Carried by Structure: SR 1008 (LR 45029)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.570, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $17,000, Total Project Cost: $79,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 26934, Location: MILL CREEK ROAD (Lat: 41.164486, Lng: -75.240378), Route carried "on" structure: State highway , Year Built: 1951, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 462 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 830 (year 2032), Design Load: HS 20, Features Intersected: BRODHEAD CREEK, Facility Carried by Structure: SR 1008 (LR 45029)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.570, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $17,000, Total Project Cost: $79,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 26946, Location: VILLAGE OF BUCKHILL FALLS (Lat: 41.195206, Lng: -75.277858), Route carried "on" structure: State highway , Year Built: 1956, Status: Posted for load-capacity, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 955 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,209 (year 2032), Design Load: HS 20, Features Intersected: BUCK HILL CREEK, Facility Carried by Structure: SR 1017(LR 45070)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $178,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26946, Location: VILLAGE OF BUCKHILL FALLS (Lat: 41.195206, Lng: -75.277858), Route carried "on" structure: State highway , Year Built: 1956, Status: Posted for load-capacity, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 955 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,209 (year 2032), Design Load: HS 20, Features Intersected: BUCK HILL CREEK, Facility Carried by Structure: SR 1017(LR 45070)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $178,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26947, Location: VILLAGE OF BUCKHILL FALLS (Lat: 41.196331, Lng: -75.277103), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 955 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,209 (year 2032), Design Load: HS 20, Features Intersected: GRISCOM CREEK, Facility Carried by Structure: SR 1017(LR 45070)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $19,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26947, Location: VILLAGE OF BUCKHILL FALLS (Lat: 41.196331, Lng: -75.277103), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 955 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,209 (year 2032), Design Load: HS 20, Features Intersected: GRISCOM CREEK, Facility Carried by Structure: SR 1017(LR 45070)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $19,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26948, Location: 1.8 M. N.OF BUCKHILL FALL (Lat: 41.206089, Lng: -75.265561), Route carried "on" structure: State highway , Year Built: 1946, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 955 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,209 (year 2032), Design Load: HS 20, Features Intersected: MIDDLE BR.BRODHEAD CREEK, Facility Carried by Structure: SR 1017(LR 45070)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.823, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $198,000
Structure Number: 26948, Location: 1.8 M. N.OF BUCKHILL FALL (Lat: 41.206089, Lng: -75.265561), Route carried "on" structure: State highway , Year Built: 1946, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 955 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,209 (year 2032), Design Load: HS 20, Features Intersected: MIDDLE BR.BRODHEAD CREEK, Facility Carried by Structure: SR 1017(LR 45070)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.823, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $198,000
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Structure Number: 27073, Location: 400 FT SW OF INT PA 447 (Lat: 41.193014, Lng: -75.253903), Route carried "on" structure: City street , Year Built: 1956, Status: Closed, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 150 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2030), Features Intersected: BRODHEAD CREEK, Facility Carried by Structure: OLD CANADENSIS RD.
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: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Fair, 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: > 39.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $99,000, Total Project Cost: $413,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27073, Location: 400 FT SW OF INT PA 447 (Lat: 41.193014, Lng: -75.253903), Route carried "on" structure: City street , Year Built: 1956, Status: Closed, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 150 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2030), Features Intersected: BRODHEAD CREEK, Facility Carried by Structure: OLD CANADENSIS RD.
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: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Fair, 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: > 39.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $99,000, Total Project Cost: $413,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27115, Location: 60 FT W.INT.T-533&PA447 (Lat: 41.149386, Lng: -75.233869), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 57 (year 2005), Average Future Daily Traffic: 75 (year 2030), Design Load: HS 20, Features Intersected: MID. BR. BRODHEAD CREEK, Facility Carried by Structure: CLARKS RD T-533
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), 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: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $130,000, Total Project Cost: $258,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27115, Location: 60 FT W.INT.T-533&PA447 (Lat: 41.149386, Lng: -75.233869), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 57 (year 2005), Average Future Daily Traffic: 75 (year 2030), Design Load: HS 20, Features Intersected: MID. BR. BRODHEAD CREEK, Facility Carried by Structure: CLARKS RD T-533
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), 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: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $130,000, Total Project Cost: $258,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 48745, Location: 1MI.S.OF CANADENSIS (Lat: 41.174358, Lng: -75.245711), Route carried "on" structure: State highway 447, Year Built: 2014, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,655 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,169 (year 2038), Design Load: HL 93, Features Intersected: SPRUCE CABIN RUN
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 20.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.3 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: 45.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48745, Location: 1MI.S.OF CANADENSIS (Lat: 41.174358, Lng: -75.245711), Route carried "on" structure: State highway 447, Year Built: 2014, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,655 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,169 (year 2038), Design Load: HL 93, Features Intersected: SPRUCE CABIN RUN
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 20.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.3 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: 45.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52893, Location: MOUNTAIN HOME (Lat: 41.168733, Lng: -75.272872), Route carried "on" structure: State highway 390, Year Built: 2016, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 5,753 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 8,353 (year 2037), Design Load: HL 93, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.017, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 11.3m (37.1ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 56.4 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: 43.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52893, Location: MOUNTAIN HOME (Lat: 41.168733, Lng: -75.272872), Route carried "on" structure: State highway 390, Year Built: 2016, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 5,753 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 8,353 (year 2037), Design Load: HL 93, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.017, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 11.3m (37.1ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 56.4 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: 43.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54194, Location: SNOW HILL ROAD (Lat: 41.155211, Lng: -75.205197), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 268 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 408 (year 2038), Design Load: HL 93, Features Intersected: STONEY RUN, Facility Carried by Structure: SR 1010 (LR 45020)
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 2.577, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 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: 41.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54194, Location: SNOW HILL ROAD (Lat: 41.155211, Lng: -75.205197), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 268 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 408 (year 2038), Design Load: HL 93, Features Intersected: STONEY RUN, Facility Carried by Structure: SR 1010 (LR 45020)
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 2.577, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 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: 41.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 56155, Location: COVEVILLE (Lat: 41.211283, Lng: -75.268167), Route carried "on" structure: State highway 447, Year Built: 2019, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 809 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,091 (year 2032), Design Load: HL 93, Features Intersected: Middle Branch BrodheadCr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.578, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 50.5 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: 39.2 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56155, Location: COVEVILLE (Lat: 41.211283, Lng: -75.268167), Route carried "on" structure: State highway 447, Year Built: 2019, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 809 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,091 (year 2032), Design Load: HL 93, Features Intersected: Middle Branch BrodheadCr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.578, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 50.5 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: 39.2 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing