Bridge Statistics for Lemont, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 108ft / 32.8mTotal length
- $1,315,000Total costs
- 153,253Total average daily traffic
- 18,595Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lemont
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 91980-1989
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 40.0%Very good
- 60.0%Good
- Bridge Condition - Superstructure
- 40.0%Very good
- 60.0%Fair
- Bridge Condition - Substructure
- 40.0%Very good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
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Structure Number: 9204, Location: LEMONT (Lat: 40.811389, Lng: -77.829472), Route carried "on" structure: State highway 26, Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20,128 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 26,625 (year 2041), Design Load: HS 20, Features Intersected: SLAB CABIN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.874, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 9204, Location: LEMONT (Lat: 40.811389, Lng: -77.829472), Route carried "on" structure: State highway 26, Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20,128 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 26,625 (year 2041), Design Load: HS 20, Features Intersected: SLAB CABIN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.874, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 9709, Location: LEMONT (Lat: 40.810272, Lng: -77.825908), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 2,956 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 4,214 (year 2041), Design Load: HS 20, Features Intersected: SR 322-US 322 SLAB CABIN, Facility Carried by Structure: SR 3010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $250,000, Total Project Cost: $669,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9709, Location: LEMONT (Lat: 40.810272, Lng: -77.825908), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 2,956 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 4,214 (year 2041), Design Load: HS 20, Features Intersected: SR 322-US 322 SLAB CABIN, Facility Carried by Structure: SR 3010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $250,000, Total Project Cost: $669,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 971, Location: LEMONT (Lat: 40.809733, Lng: -77.820544), Route carried "on" structure: State highway , Year Built: 1959, Year Reconstructed: 2019, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,956 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 4,214 (year 2041), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: SR 3010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 99.8 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: Somewhat better than minimum adequacy, 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $250,000, Total Project Cost: $646,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 971, Location: LEMONT (Lat: 40.809733, Lng: -77.820544), Route carried "on" structure: State highway , Year Built: 1959, Year Reconstructed: 2019, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,956 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 4,214 (year 2041), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: SR 3010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 99.8 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: Somewhat better than minimum adequacy, 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $250,000, Total Project Cost: $646,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9715, Location: LEMONT (Lat: 40.802622, Lng: -77.827172), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 7,211 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 9,571 (year 2041), Design Load: HS 20, Features Intersected: US 322-US 322, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.564, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9715, Location: LEMONT (Lat: 40.802622, Lng: -77.827172), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 7,211 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 9,571 (year 2041), Design Load: HS 20, Features Intersected: US 322-US 322, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.564, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 41606, Location: LEMONT (Lat: 40.808311, Lng: -77.819517), Route carried "on" structure: Alternate State highway , Year Built: 2002, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 7,211 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 9,571 (year 2041), Design Load: HS 25 or greater, Features Intersected: SPRING CREEK, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 8 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41606, Location: LEMONT (Lat: 40.808311, Lng: -77.819517), Route carried "on" structure: Alternate State highway , Year Built: 2002, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 7,211 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 9,571 (year 2041), Design Load: HS 25 or greater, Features Intersected: SPRING CREEK, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 8 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 54431, Location: TOFTREES (Lat: 40.818389, Lng: -77.817067), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 10,380 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 15,630 (year 2041), Design Load: HL 93, Features Intersected: SR 99- I 99, Facility Carried by Structure: ON TSR 528
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 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: 34.0 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54431, Location: TOFTREES (Lat: 40.818389, Lng: -77.817067), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 10,380 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 15,630 (year 2041), Design Load: HL 93, Features Intersected: SR 99- I 99, Facility Carried by Structure: ON TSR 528
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 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: 34.0 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 9205, Location: LEMONT (Lat: 40.811997, Lng: -77.828511), Route carried "under" structure: US 322, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 8,346 (year 2021), Truck Traffic: 21%, Features Intersected: SR 322-US 322, Facility Carried by Structure: SR 26-PA 26
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 22.631, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 9205, Location: LEMONT (Lat: 40.811997, Lng: -77.828511), Route carried "under" structure: US 322, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 8,346 (year 2021), Truck Traffic: 21%, Features Intersected: SR 322-US 322, Facility Carried by Structure: SR 26-PA 26
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 22.631, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 9205, Location: LEMONT (Lat: 40.811997, Lng: -77.828511), Route carried "under" structure: US 322, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 8,225 (year 2021), Truck Traffic: 20%, Features Intersected: SR 322-US 322, Facility Carried by Structure: SR 26-PA 26
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 22.275, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 9205, Location: LEMONT (Lat: 40.811997, Lng: -77.828511), Route carried "under" structure: US 322, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 8,225 (year 2021), Truck Traffic: 20%, Features Intersected: SR 322-US 322, Facility Carried by Structure: SR 26-PA 26
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 22.275, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 9709, Location: LEMONT (Lat: 40.810272, Lng: -77.825908), Route carried "under" structure: US 322, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 8,346 (year 2021), Truck Traffic: 21%, Features Intersected: SR 322-US 322 SLAB CABIN, Facility Carried by Structure: SR 3010
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 23.134, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 9709, Location: LEMONT (Lat: 40.810272, Lng: -77.825908), Route carried "under" structure: US 322, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 8,346 (year 2021), Truck Traffic: 21%, Features Intersected: SR 322-US 322 SLAB CABIN, Facility Carried by Structure: SR 3010
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 23.134, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 9709, Location: LEMONT (Lat: 40.810272, Lng: -77.825908), Route carried "under" structure: US 322, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 8,225 (year 2021), Truck Traffic: 20%, Features Intersected: SR 322-US 322 SLAB CABIN, Facility Carried by Structure: SR 3010
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 22.835, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 9709, Location: LEMONT (Lat: 40.810272, Lng: -77.825908), Route carried "under" structure: US 322, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 8,225 (year 2021), Truck Traffic: 20%, Features Intersected: SR 322-US 322 SLAB CABIN, Facility Carried by Structure: SR 3010
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 22.835, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 9715, Location: LEMONT (Lat: 40.802622, Lng: -77.827172), Route carried "under" structure: US 322, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 8,225 (year 2021), Truck Traffic: 20%, Features Intersected: US 322-US 322, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 23.838, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 9715, Location: LEMONT (Lat: 40.802622, Lng: -77.827172), Route carried "under" structure: US 322, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 8,225 (year 2021), Truck Traffic: 20%, Features Intersected: US 322-US 322, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 23.838, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 9715, Location: LEMONT (Lat: 40.802622, Lng: -77.827172), Route carried "under" structure: US 322, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 8,346 (year 2021), Truck Traffic: 21%, Features Intersected: US 322-US 322, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 24.135, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 9715, Location: LEMONT (Lat: 40.802622, Lng: -77.827172), Route carried "under" structure: US 322, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 8,346 (year 2021), Truck Traffic: 21%, Features Intersected: US 322-US 322, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 24.135, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 54431, Location: TOFTREES (Lat: 40.818389, Lng: -77.817067), Route carried "under" structure: Interstate 99, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 26,054 (year 2021), Truck Traffic: 15%, Features Intersected: SR 99- I 99, Facility Carried by Structure: ON TSR 528
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 24.274, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 54431, Location: TOFTREES (Lat: 40.818389, Lng: -77.817067), Route carried "under" structure: Interstate 99, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 26,054 (year 2021), Truck Traffic: 15%, Features Intersected: SR 99- I 99, Facility Carried by Structure: ON TSR 528
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 24.274, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 54431, Location: TOFTREES (Lat: 40.818389, Lng: -77.817067), Route carried "under" structure: Interstate 99, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 26,644 (year 2021), Truck Traffic: 13%, Features Intersected: SR 99- I 99, Facility Carried by Structure: ON TSR 528
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 24.211, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 54431, Location: TOFTREES (Lat: 40.818389, Lng: -77.817067), Route carried "under" structure: Interstate 99, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 26,644 (year 2021), Truck Traffic: 13%, Features Intersected: SR 99- I 99, Facility Carried by Structure: ON TSR 528
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 24.211, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)