Bridge Statistics for Granville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 89ft / 27.2mTotal length
- 38,136Total average daily traffic
- 3,418Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Granville
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21990-1999
- 92000-2009
- Bridge Condition - Deck
- 20.0%Very good
- 80.0%Good
- Bridge Condition - Superstructure
- 40.0%Very good
- 60.0%Good
- Bridge Condition - Substructure
- 20.0%Very good
- 80.0%Good
- Bridge Condition - Channel
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 20357, Location: 1000' SE VINCENT TRAM RD (Lat: 40.519100, Lng: -77.585700), Route carried "on" structure: State lands road , Year Built: 1996, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 130 (year 2032), Design Load: HS 20, Features Intersected: EAST LICKING CREEK, Facility Carried by Structure: E LICKING CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20357, Location: 1000' SE VINCENT TRAM RD (Lat: 40.519100, Lng: -77.585700), Route carried "on" structure: State lands road , Year Built: 1996, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 130 (year 2032), Design Load: HS 20, Features Intersected: EAST LICKING CREEK, Facility Carried by Structure: E LICKING CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 26407, Location: GRANVILLE (Lat: 40.541200, Lng: -77.620006), Route carried "on" structure: State highway 103, Year Built: 1958, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,022 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,837 (year 2040), Design Load: HS 20, Features Intersected: MINEHART RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.176, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 75.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 26407, Location: GRANVILLE (Lat: 40.541200, Lng: -77.620006), Route carried "on" structure: State highway 103, Year Built: 1958, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,022 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,837 (year 2040), Design Load: HS 20, Features Intersected: MINEHART RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.176, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 75.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 26635, Location: 0.4 MILES W OF T-708 (Lat: 40.554019, Lng: -77.631283), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 75 (year 2041), Design Load: HS 20, Features Intersected: MINEHART RUN, Facility Carried by Structure: T-335 NORTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 26635, Location: 0.4 MILES W OF T-708 (Lat: 40.554019, Lng: -77.631283), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 75 (year 2041), Design Load: HS 20, Features Intersected: MINEHART RUN, Facility Carried by Structure: T-335 NORTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 41734, Location: 0.5 MI WEST OF LEWISTOWN (Lat: 40.569367, Lng: -77.642083), Route carried "on" structure: US 22, Year Built: 2002, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,823 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,436 (year 2040), Design Load: HL 93, Features Intersected: SR 3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.625, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41734, Location: 0.5 MI WEST OF LEWISTOWN (Lat: 40.569367, Lng: -77.642083), Route carried "on" structure: US 22, Year Built: 2002, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,823 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 15,436 (year 2040), Design Load: HL 93, Features Intersected: SR 3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.625, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 42998, Location: LEWISTOWN BY-PASS (Lat: 40.569350, Lng: -77.642100), Route carried "on" structure: US 22, Year Built: 2005, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 3,492 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 3,908 (year 2040), Design Load: HS 20, Features Intersected: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.517, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42998, Location: LEWISTOWN BY-PASS (Lat: 40.569350, Lng: -77.642100), Route carried "on" structure: US 22, Year Built: 2005, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 3,492 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 3,908 (year 2040), Design Load: HS 20, Features Intersected: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.517, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 4301, Location: 4 MI W OF LEWISTOWN EXIT (Lat: 40.577208, Lng: -77.625072), Route carried "on" structure: Spur US 22B, Year Built: 2005, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 5,098 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,013 (year 2041), Design Load: HS 25 or greater, Features Intersected: SR 6022, Facility Carried by Structure: SR 3002 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4301, Location: 4 MI W OF LEWISTOWN EXIT (Lat: 40.577208, Lng: -77.625072), Route carried "on" structure: Spur US 22B, Year Built: 2005, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 5,098 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,013 (year 2041), Design Load: HS 25 or greater, Features Intersected: SR 6022, Facility Carried by Structure: SR 3002 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 43011, Location: 4 MI WEST OF LEWISTOWN (Lat: 40.577289, Lng: -77.624969), Route carried "on" structure: Spur US 22B, Year Built: 2005, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 5,126 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,763 (year 2041), Design Load: HS 25 or greater, Features Intersected: SR 6022, Facility Carried by Structure: SR 3002 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 43011, Location: 4 MI WEST OF LEWISTOWN (Lat: 40.577289, Lng: -77.624969), Route carried "on" structure: Spur US 22B, Year Built: 2005, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 5,126 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,763 (year 2041), Design Load: HS 25 or greater, Features Intersected: SR 6022, Facility Carried by Structure: SR 3002 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41734, Location: 0.5 MI WEST OF LEWISTOWN (Lat: 40.569367, Lng: -77.642083), Route carried "under" structure: Alternate State highway , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 5,018 (year 2020), Truck Traffic: 2%, Features Intersected: SR 3023, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 41734, Location: 0.5 MI WEST OF LEWISTOWN (Lat: 40.569367, Lng: -77.642083), Route carried "under" structure: Alternate State highway , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 5,018 (year 2020), Truck Traffic: 2%, Features Intersected: SR 3023, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 42998, Location: LEWISTOWN BY-PASS (Lat: 40.569350, Lng: -77.642100), Route carried "under" structure: Business US 22B, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,098 (year 2020), Truck Traffic: 10%, Features Intersected: SR 3002, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 42998, Location: LEWISTOWN BY-PASS (Lat: 40.569350, Lng: -77.642100), Route carried "under" structure: Business US 22B, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,098 (year 2020), Truck Traffic: 10%, Features Intersected: SR 3002, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 42998, Location: LEWISTOWN BY-PASS (Lat: 40.569350, Lng: -77.642100), Route carried "under" structure: Business US 22B, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,126 (year 2020), Truck Traffic: 10%, Features Intersected: SR 3002, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 6.28m (20.60ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 42998, Location: LEWISTOWN BY-PASS (Lat: 40.569350, Lng: -77.642100), Route carried "under" structure: Business US 22B, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,126 (year 2020), Truck Traffic: 10%, Features Intersected: SR 3002, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 6.28m (20.60ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 42998, Location: LEWISTOWN BY-PASS (Lat: 40.569350, Lng: -77.642100), Route carried "under" structure: Ramp State highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 2,711 (year 2022), Truck Traffic: 7%, Features Intersected: SR 3002, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 42998, Location: LEWISTOWN BY-PASS (Lat: 40.569350, Lng: -77.642100), Route carried "under" structure: Ramp State highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 2,711 (year 2022), Truck Traffic: 7%, Features Intersected: SR 3002, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 42998, Location: LEWISTOWN BY-PASS (Lat: 40.569350, Lng: -77.642100), Route carried "under" structure: Ramp State highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 2,447 (year 2022), Truck Traffic: 7%, Features Intersected: SR 3002, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 42998, Location: LEWISTOWN BY-PASS (Lat: 40.569350, Lng: -77.642100), Route carried "under" structure: Ramp State highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 2,447 (year 2022), Truck Traffic: 7%, Features Intersected: SR 3002, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)