Bridge Statistics for Huntingdon, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 348ft / 106mTotal length
- $42,330,000Total costs
- 113,157Total average daily traffic
- 6,814Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Huntingdon
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 81940-1949
- 31960-1969
- 11970-1979
- 11980-1989
- 32000-2009
- 42010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 32000-2009
- 52010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 26.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 6.7%Excellent
- 26.7%Very good
- 26.7%Good
- 33.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 33.3%Very good
- 26.7%Good
- 33.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Channel
- 6.3%Excellent
- 6.3%Very good
- 25.0%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 25.0%Excellent
- 25.0%Good
- 50.0%Satisfactory
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Structure Number: 18577, Location: 0.4 MILE EAST OF TR 26 (Lat: 40.488006, Lng: -78.031964), Route carried "on" structure: US 22, Year Built: 1948, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,168 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 12,612 (year 2032), Design Load: H 20, Features Intersected: TRIB.JUNIATA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.380, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
Structure Number: 18577, Location: 0.4 MILE EAST OF TR 26 (Lat: 40.488006, Lng: -78.031964), Route carried "on" structure: US 22, Year Built: 1948, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,168 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 12,612 (year 2032), Design Load: H 20, Features Intersected: TRIB.JUNIATA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.380, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
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Structure Number: 18578, Location: OVER SR 3035,HUNTINGDON (Lat: 40.482978, Lng: -78.021944), Route carried "on" structure: US 22, Year Built: 1948, Year Reconstructed: 2018, Status: Open, Structure Length: 15.33m (50.30ft), Average Daily Traffic: 11,168 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 12,612 (year 2032), Design Load: HS 20, Features Intersected: SR 3035,NORFOLK RR T565
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.729, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.00m (62.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $1,421,000, Total Project Cost: $6,515,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 18578, Location: OVER SR 3035,HUNTINGDON (Lat: 40.482978, Lng: -78.021944), Route carried "on" structure: US 22, Year Built: 1948, Year Reconstructed: 2018, Status: Open, Structure Length: 15.33m (50.30ft), Average Daily Traffic: 11,168 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 12,612 (year 2032), Design Load: HS 20, Features Intersected: SR 3035,NORFOLK RR T565
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.729, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.00m (62.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $1,421,000, Total Project Cost: $6,515,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 18579, Location: .3 MI E SR3035,SMITHFIELD (Lat: 40.481167, Lng: -78.018092), Route carried "on" structure: US 22, Year Built: 1948, Year Reconstructed: 2007, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 9,377 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,854 (year 2032), Design Load: HS 20, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.729, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $264,000, Total Project Cost: $1,125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 18579, Location: .3 MI E SR3035,SMITHFIELD (Lat: 40.481167, Lng: -78.018092), Route carried "on" structure: US 22, Year Built: 1948, Year Reconstructed: 2007, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 9,377 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,854 (year 2032), Design Load: HS 20, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.729, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $264,000, Total Project Cost: $1,125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1858, Location: OVER SR 1010 (Lat: 40.476558, Lng: -78.000469), Route carried "on" structure: US 22, Year Built: 1949, Year Reconstructed: 2008, Status: Open, Structure Length: 29.96m (98.29ft), Average Daily Traffic: 9,377 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,854 (year 2032), Design Load: HL 93, Features Intersected: SR 1010, RR, JUNIATA RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.679, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 37.10m (121.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,721,000, Roadway Improvement Cost: $5,067,000, Total Project Cost: $23,228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
Structure Number: 1858, Location: OVER SR 1010 (Lat: 40.476558, Lng: -78.000469), Route carried "on" structure: US 22, Year Built: 1949, Year Reconstructed: 2008, Status: Open, Structure Length: 29.96m (98.29ft), Average Daily Traffic: 9,377 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,854 (year 2032), Design Load: HL 93, Features Intersected: SR 1010, RR, JUNIATA RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.679, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 37.10m (121.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,721,000, Roadway Improvement Cost: $5,067,000, Total Project Cost: $23,228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
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Structure Number: 18583, Location: 0.6 MILE EAST OF SR 1010 (Lat: 40.469833, Lng: -77.988856), Route carried "on" structure: US 22, Year Built: 1948, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,552 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,033 (year 2032), Design Load: HS 20, Features Intersected: PRIVATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.167, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 18583, Location: 0.6 MILE EAST OF SR 1010 (Lat: 40.469833, Lng: -77.988856), Route carried "on" structure: US 22, Year Built: 1948, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,552 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,033 (year 2032), Design Load: HS 20, Features Intersected: PRIVATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.167, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 18597, Location: 137 FEET NORTH OF SR 3035 (Lat: 40.485614, Lng: -78.018742), Route carried "on" structure: State highway 26, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 8,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,588 (year 2032), Design Load: HS 20, Features Intersected: JUNIATA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.502, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 25.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.80m (45.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $990,000, Total Project Cost: $4,537,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 18597, Location: 137 FEET NORTH OF SR 3035 (Lat: 40.485614, Lng: -78.018742), Route carried "on" structure: State highway 26, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 8,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,588 (year 2032), Design Load: HS 20, Features Intersected: JUNIATA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.502, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 25.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.80m (45.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $990,000, Total Project Cost: $4,537,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 186, Location: 1.3 M S OF CENTER UNION (Lat: 40.523319, Lng: -77.970536), Route carried "on" structure: State highway 26, Year Built: 1964, Year Reconstructed: 2010, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,379 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,395 (year 2032), Design Load: HS 20, Features Intersected: STANDING STONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.031, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $97,000, Total Project Cost: $444,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 186, Location: 1.3 M S OF CENTER UNION (Lat: 40.523319, Lng: -77.970536), Route carried "on" structure: State highway 26, Year Built: 1964, Year Reconstructed: 2010, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,379 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,395 (year 2032), Design Load: HS 20, Features Intersected: STANDING STONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.031, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $97,000, Total Project Cost: $444,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 18778, Location: 4 MI.N.OF HUNTINGDON (Lat: 40.554650, Lng: -77.963289), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,389 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,571 (year 2032), Design Load: HS 25 or greater, Features Intersected: CHILCOTE RUN, Facility Carried by Structure: SR 1009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.914, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $264,000, Total Project Cost: $646,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18778, Location: 4 MI.N.OF HUNTINGDON (Lat: 40.554650, Lng: -77.963289), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,389 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,571 (year 2032), Design Load: HS 25 or greater, Features Intersected: CHILCOTE RUN, Facility Carried by Structure: SR 1009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.914, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $264,000, Total Project Cost: $646,000, 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: 1878, Location: 0.1MI. E. OF CENTER UNION (Lat: 40.538553, Lng: -77.959053), Route carried "on" structure: State highway , Year Built: 1938, Year Reconstructed: 2010, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: MURRAYS RUN, Facility Carried by Structure: SR 1011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: $55,000, Roadway Improvement Cost: $264,000, Total Project Cost: $737,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1878, Location: 0.1MI. E. OF CENTER UNION (Lat: 40.538553, Lng: -77.959053), Route carried "on" structure: State highway , Year Built: 1938, Year Reconstructed: 2010, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: MURRAYS RUN, Facility Carried by Structure: SR 1011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: $55,000, Roadway Improvement Cost: $264,000, Total Project Cost: $737,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18849, Location: .5 MI.E.OF SMITHFIELD (Lat: 40.480725, Lng: -78.020678), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 2,123 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,723 (year 2032), Design Load: H 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: T565 PINEY RIDGE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 18849, Location: .5 MI.E.OF SMITHFIELD (Lat: 40.480725, Lng: -78.020678), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 2,123 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,723 (year 2032), Design Load: H 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: T565 PINEY RIDGE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 18868, Location: SGT WILLIAM D PORT BRIDGE (Lat: 40.482664, Lng: -78.011642), Route carried "on" structure: State highway , Year Built: 1986, Year Reconstructed: 2018, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 2,863 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 10,659 (year 2032), Design Load: HS 25 or greater, Features Intersected: JUNIATA RIVER, Facility Carried by Structure: SR 3047
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 19.1 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: 11.90m (39.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18868, Location: SGT WILLIAM D PORT BRIDGE (Lat: 40.482664, Lng: -78.011642), Route carried "on" structure: State highway , Year Built: 1986, Year Reconstructed: 2018, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 2,863 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 10,659 (year 2032), Design Load: HS 25 or greater, Features Intersected: JUNIATA RIVER, Facility Carried by Structure: SR 3047
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 19.1 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: 11.90m (39.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, 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: 18926, Location: 4 MI.SE.OF HUNTINGDON (Lat: 40.454822, Lng: -77.982969), Route carried "on" structure: ServiceCity street , Year Built: 1937, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 73 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 94 (year 2041), Design Load: HL 93, Features Intersected: RAYSTOWN BR.JUNIATA RIV., Facility Carried by Structure: T-428, Corbin Road
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Suspension, Number Of Spans In Main Unit: 1, Length of Maximum Span: 97.5m (319.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 12.20m (40.03ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $870,000, Total Project Cost: $3,990,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 18926, Location: 4 MI.SE.OF HUNTINGDON (Lat: 40.454822, Lng: -77.982969), Route carried "on" structure: ServiceCity street , Year Built: 1937, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 73 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 94 (year 2041), Design Load: HL 93, Features Intersected: RAYSTOWN BR.JUNIATA RIV., Facility Carried by Structure: T-428, Corbin Road
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Suspension, Number Of Spans In Main Unit: 1, Length of Maximum Span: 97.5m (319.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 12.20m (40.03ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $870,000, Total Project Cost: $3,990,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 18933, Location: SMITHFIELD TOWNSHIP (Lat: 40.482983, Lng: -78.016136), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 759 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 973 (year 2040), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: T504 (PENNA.AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $258,000, Total Project Cost: $1,108,000
Structure Number: 18933, Location: SMITHFIELD TOWNSHIP (Lat: 40.482983, Lng: -78.016136), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 759 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 973 (year 2040), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: T504 (PENNA.AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $258,000, Total Project Cost: $1,108,000
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Structure Number: 45625, Location: HUNTINGDON (Lat: 40.481372, Lng: -78.003961), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 4,825 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 4,917 (year 2032), Design Load: HL 93, Features Intersected: STANDING STONE CREEK, Facility Carried by Structure: SR 1010 BR PENN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45625, Location: HUNTINGDON (Lat: 40.481372, Lng: -78.003961), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 4,825 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 4,917 (year 2032), Design Load: HL 93, Features Intersected: STANDING STONE CREEK, Facility Carried by Structure: SR 1010 BR PENN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47929, Location: 0.6 MI EAST of SR 26 (Lat: 40.538033, Lng: -77.950617), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2041), Design Load: HS 20, Features Intersected: MURRAY RUN, Facility Carried by Structure: T-483, WIKES ROAD
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: 9 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 47929, Location: 0.6 MI EAST of SR 26 (Lat: 40.538033, Lng: -77.950617), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2041), Design Load: HS 20, Features Intersected: MURRAY RUN, Facility Carried by Structure: T-483, WIKES ROAD
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: 9 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 4838, Location: 1.1 MILE NORTH OF SR 1011 (Lat: 40.554053, Lng: -77.958931), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 2,186 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 2,193 (year 2034), Design Load: HL 93, Features Intersected: STANDING STONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.335, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 25.0m (82.0ft), 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: Very good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4838, Location: 1.1 MILE NORTH OF SR 1011 (Lat: 40.554053, Lng: -77.958931), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 2,186 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 2,193 (year 2034), Design Load: HL 93, Features Intersected: STANDING STONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.335, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 25.0m (82.0ft), 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: Very good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, 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: 53834, Location: 1 MI NW OF SR 3035 (Lat: 40.491328, Lng: -78.038422), Route carried "on" structure: US 22, Year Built: 2017, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 11,168 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 12,614 (year 2032), Design Load: HL 93, Features Intersected: SR 0026, Facility Carried by Structure: WILLIAM PENN HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.155, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 17.1m (56.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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: 53834, Location: 1 MI NW OF SR 3035 (Lat: 40.491328, Lng: -78.038422), Route carried "on" structure: US 22, Year Built: 2017, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 11,168 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 12,614 (year 2032), Design Load: HL 93, Features Intersected: SR 0026, Facility Carried by Structure: WILLIAM PENN HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.155, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 17.1m (56.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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: 53837, Location: .1 MI N SR1011, CTR UNION (Lat: 40.540914, Lng: -77.960022), Route carried "on" structure: State highway 26, Year Built: 2017, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,186 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 2,248 (year 2032), Design Load: HL 93, Features Intersected: MURRAY RUN, Facility Carried by Structure: Standing Stone Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.203, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), 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: 22.6m (74.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 53837, Location: .1 MI N SR1011, CTR UNION (Lat: 40.540914, Lng: -77.960022), Route carried "on" structure: State highway 26, Year Built: 2017, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,186 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 2,248 (year 2032), Design Load: HL 93, Features Intersected: MURRAY RUN, Facility Carried by Structure: Standing Stone Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.203, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), 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: 22.6m (74.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 68468, Location: Hunt Boro @ Moore & 9th (Lat: 40.488828, Lng: -78.014567), Route carried "on" structure: State highway , Year Built: 2021, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,276 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 7,500 (year 2031), Design Load: HL 93, Features Intersected: MUDDY RUN, Facility Carried by Structure: SR 1009BR MOORE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 68468, Location: Hunt Boro @ Moore & 9th (Lat: 40.488828, Lng: -78.014567), Route carried "on" structure: State highway , Year Built: 2021, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,276 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 7,500 (year 2031), Design Load: HL 93, Features Intersected: MUDDY RUN, Facility Carried by Structure: SR 1009BR MOORE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 18578, Location: OVER SR 3035,HUNTINGDON (Lat: 40.482978, Lng: -78.021944), Route carried "under" structure: State highway , Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 7,018 (year 2020), Truck Traffic: 5%, Features Intersected: SR 3035,NORFOLK RR T565, Facility Carried by Structure: US 22
Minimum Vertical Clearance: 7.59m (24.90ft), Kilometerpoint: 4.347, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 18578, Location: OVER SR 3035,HUNTINGDON (Lat: 40.482978, Lng: -78.021944), Route carried "under" structure: State highway , Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 7,018 (year 2020), Truck Traffic: 5%, Features Intersected: SR 3035,NORFOLK RR T565, Facility Carried by Structure: US 22
Minimum Vertical Clearance: 7.59m (24.90ft), Kilometerpoint: 4.347, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 18578, Location: OVER SR 3035,HUNTINGDON (Lat: 40.482978, Lng: -78.021944), Route carried "under" structure: City street , Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 50 (year 2005), Features Intersected: SR 3035,NORFOLK RR T565, Facility Carried by Structure: US 22
Minimum Vertical Clearance: 7.59m (24.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 18578, Location: OVER SR 3035,HUNTINGDON (Lat: 40.482978, Lng: -78.021944), Route carried "under" structure: City street , Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 50 (year 2005), Features Intersected: SR 3035,NORFOLK RR T565, Facility Carried by Structure: US 22
Minimum Vertical Clearance: 7.59m (24.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1858, Location: OVER SR 1010 (Lat: 40.476558, Lng: -78.000469), Route carried "under" structure: State highway , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 1,902 (year 2020), Truck Traffic: 3%, Features Intersected: SR 1010, RR, JUNIATA RIV, Facility Carried by Structure: US 22
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.032, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 76.2m (250.0ft)
Structure Number: 1858, Location: OVER SR 1010 (Lat: 40.476558, Lng: -78.000469), Route carried "under" structure: State highway , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 1,902 (year 2020), Truck Traffic: 3%, Features Intersected: SR 1010, RR, JUNIATA RIV, Facility Carried by Structure: US 22
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.032, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 76.2m (250.0ft)
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Structure Number: 53834, Location: 1 MI NW OF SR 3035 (Lat: 40.491328, Lng: -78.038422), Route carried "under" structure: State highway 26, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 4,988 (year 2020), Truck Traffic: 4%, Features Intersected: SR 0026, Facility Carried by Structure: WILLIAM PENN HW
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 31.348, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 53834, Location: 1 MI NW OF SR 3035 (Lat: 40.491328, Lng: -78.038422), Route carried "under" structure: State highway 26, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 4,988 (year 2020), Truck Traffic: 4%, Features Intersected: SR 0026, Facility Carried by Structure: WILLIAM PENN HW
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 31.348, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.0m (82.0ft)