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Bridge Statistics for Lewistown, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lewistown, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 95 meters (312ft) Total costs: $5,994,000 Total average daily traffic: 121,122 Total average daily truck traffic: 7,948 National Bridge Inventory (NBI) Registered Bridges for Lewistown
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Structure Number: 44002205420997, Location: 1 MILE NORTH OF LEWISTOWN, Route carried "on" structure: US 22, Year Built: 2002, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 10,480 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,903 (year 2025), Design Load: H 15, Features Intersected: SR 1005 ELECTRIC AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.001, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 85.3 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 44002205522866, Location: LEWISTOWN BORO (Lat: 40.605000, Lng: -77.565000), Route carried "on" structure: US 22, Year Built: 1958, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 10,480 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 12,856 (year 2024), Design Load: H 15, Features Intersected: SR 522 SEDA-COG Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.367, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $381,000, Total Project Cost: $1,746,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 44002205532849, Location: LEWISTOWN BOROUGH (Lat: 40.605000, Lng: -77.565000), Route carried "on" structure: US 22, Year Built: 1958, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 10,394 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 13,164 (year 2024), Design Load: H 15, Features Intersected: SR 522 SEDA-COG Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.426, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4405220080015, Location: LEWISTOWN BORO (Lat: 40.605722, Lng: -77.565300), Route carried "on" structure: US 522, Year Built: 1991, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,448 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 6,128 (year 2026), Design Load: H 15, Features Intersected: KISHACOQUILLAS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.319, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 40.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 442005002, Location: LEWISTOWN BORO (Lat: 40.612250, Lng: -77.568633), Route carried "on" structure: State highway , Year Built: 1973, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 3,160 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,796 (year 2026), Design Load: H 15, Features Intersected: KISHACOQUILLAS CREEK, Facility Carried by Structure: SR 2005 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 44300100500605, Location: LEWISTOWN BORO (Lat: 40.595917, Lng: -77.573272), Route carried "on" structure: State highway , Year Built: 1921, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 5,464 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 13,961 (year 2026), Design Load: H 15, Features Intersected: KISHACOQUILLAS CREEK, Facility Carried by Structure: SR 3001 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 metric tons, Inventory Rating: 39.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $250,000, Total Project Cost: $684,000 Find on map >>
Structure Number: 44300201000128, Location: LEWISTOWN BORO (Lat: 40.595917, Lng: -77.568131), Route carried "on" structure: State highway , Year Built: 1958, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 10,524 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 18,210 (year 2026), Design Load: H 15, Features Intersected: KISHACOQUILLAS CREEK, Facility Carried by Structure: SR 3002 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.283, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.59m (24.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2008, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $250,000, Total Project Cost: $753,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 44300600200237, Location: LEWISTOWN BORO (Lat: 40.594528, Lng: -77.575194), Route carried "on" structure: US 22B, Year Built: 1958, Year Reconstructed: 1981, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 8,174 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 12,800 (year 2026), Design Load: H 15, Features Intersected: KISHACOQUILLAS CREEK, Facility Carried by Structure: SR 103-PA 103 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.216, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2008, Underwater Inspection Date: May 2006, Other Special Inspection Date: April 2008, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $250,000, Total Project Cost: $719,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 44300600210237, Location: LEWISTOWN BORO (Lat: 40.595000, Lng: -77.576667), Route carried "on" structure: US 22B, Year Built: 1958, Year Reconstructed: 1981, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 8,174 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 6,300 (year 2026), Design Load: H 15, Features Intersected: KISHACOQUILLAS CREEK, Facility Carried by Structure: SR 103-PA 103 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.216, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2008, Underwater Inspection Date: May 2006, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $250,000, Total Project Cost: $684,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 44300600300478, Location: LEWISTOWN BORO (Lat: 40.592917, Lng: -77.573750), Route carried "on" structure: US 22B, Year Built: 1965, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 2,308 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 3,609 (year 2024), Design Load: H 15, Features Intersected: SR 8005, Facility Carried by Structure: SR 3006 SR 3006 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.356, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $250,000, Total Project Cost: $704,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 44300600310497, Location: LEWISTOWN BOROUGH (Lat: 40.593000, Lng: -77.573561), Route carried "on" structure: US 22B, Year Built: 1965, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 8,174 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 3,609 (year 2026), Design Load: H 15, Features Intersected: SR 8005, Facility Carried by Structure: SR 103-PA 103 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.356, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $250,000, Total Project Cost: $704,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 44740304030103, Location: 800 FT NE OF LR 32 (Lat: 40.596667, Lng: -77.570000), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 5,150 (year 1997), Average Future Daily Traffic: 4,400 (year 2023), Design Load: H 15, Features Intersected: KISHACOQUILLAS CREEK, Facility Carried by Structure: DORCAS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2007, Underwater Inspection Date: April 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: 44002205420997, Location: 1 MILE NORTH OF LEWISTOWN, Route carried "under" structure: Alternate State highway , Year Built: 2002, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 13,238 (year 2008), Truck Traffic: 2%, Features Intersected: SR 1005 ELECTRIC AVENUE, Facility Carried by Structure: SR 22-US 22
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 1.402, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 44002205522866, Location: LEWISTOWN BORO (Lat: 40.605000, Lng: -77.565000), Route carried "under" structure: US 522, Year Built: 1958, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 5,448 (year 2008), Truck Traffic: 9%, Features Intersected: SR 522 SEDA-COG, Facility Carried by Structure: SR 22-US 22 Minimum Vertical Clearance: 7.23m (23.72ft), Kilometerpoint: 0.319, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 44002205532849, Location: LEWISTOWN BOROUGH (Lat: 40.605000, Lng: -77.565000), Route carried "under" structure: US 522, Year Built: 1958, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 5,448 (year 2008), Truck Traffic: 9%, Features Intersected: SR 522 SEDA-COG, Facility Carried by Structure: SR 22-US 22 Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 0.319, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 44300600300478, Location: LEWISTOWN BORO (Lat: 40.592917, Lng: -77.573750), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 4,529 (year 2008), Truck Traffic: 7%, Features Intersected: SR 8005, Facility Carried by Structure: SR 3006 SR 3006 Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 44300600310497, Location: LEWISTOWN BOROUGH (Lat: 40.593000, Lng: -77.573561), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 4,529 (year 2008), Truck Traffic: 7%, Features Intersected: SR 8005, Facility Carried by Structure: SR 103-PA 103 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 13.4m (44.0ft) Discuss this city on our hugely popular Pennsylvania forum Back to: Lewistown, PA, Pennsylvania, All US cities.
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