Bridge Statistics for Friedens, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 141ft / 42.5mTotal length
- $9,853,000Total costs
- 112,442Total average daily traffic
- 24,723Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Friedens
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 31930-1939
- 11940-1949
- 61960-1969
- 61970-1979
- 11980-1989
- 21990-1999
- 42000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 52000-2009
- 12010-2019
- Bridge Condition - Deck
- 23.1%Very good
- 46.2%Good
- 7.7%Satisfactory
- 23.1%Fair
- Bridge Condition - Superstructure
- 28.6%Very good
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 42.9%Good
- 14.3%Satisfactory
- 35.7%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 22.2%Good
- 66.7%Satisfactory
- 11.1%Fair
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Structure Number: 31395, Location: OVER TR 281 (Lat: 40.027728, Lng: -79.048117), Route carried "on" structure: US 219, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 4,723 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,301 (year 2032), Design Load: HS 20, Features Intersected: PA 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.658, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $750,000, Total Project Cost: $3,203,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31395, Location: OVER TR 281 (Lat: 40.027728, Lng: -79.048117), Route carried "on" structure: US 219, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 4,723 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,301 (year 2032), Design Load: HS 20, Features Intersected: PA 281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.658, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $750,000, Total Project Cost: $3,203,000, 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: 31396, Location: 0.2 MILE NORTH OF TR 281 (Lat: 40.030200, Lng: -79.050486), Route carried "on" structure: US 219, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 4,723 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,301 (year 2032), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.658, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $547,000, Total Project Cost: $2,508,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31396, Location: 0.2 MILE NORTH OF TR 281 (Lat: 40.030200, Lng: -79.050486), Route carried "on" structure: US 219, Year Built: 1973, Year Reconstructed: 2006, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 4,723 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,301 (year 2032), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.658, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $547,000, Total Project Cost: $2,508,000, 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: 314, Location: 3.6 MILE NORTH OF TR 281 (Lat: 40.075603, Lng: -79.051092), Route carried "on" structure: State highway , Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 95 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: US 219, Facility Carried by Structure: T626 CRITCHFIELD R
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: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.10m (26.57ft), 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
Structure Number: 314, Location: 3.6 MILE NORTH OF TR 281 (Lat: 40.075603, Lng: -79.051092), Route carried "on" structure: State highway , Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 95 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: US 219, Facility Carried by Structure: T626 CRITCHFIELD R
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: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.10m (26.57ft), 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
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Structure Number: 31537, Location: LISTIE (Lat: 40.025578, Lng: -79.014272), Route carried "on" structure: State highway , Year Built: 1941, Year Reconstructed: 2013, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 302 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 481 (year 2032), Design Load: H 15, Features Intersected: TR.WELLS CREEK, Facility Carried by Structure: SR 1011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.726, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $196,000, Total Project Cost: $469,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31537, Location: LISTIE (Lat: 40.025578, Lng: -79.014272), Route carried "on" structure: State highway , Year Built: 1941, Year Reconstructed: 2013, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 302 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 481 (year 2032), Design Load: H 15, Features Intersected: TR.WELLS CREEK, Facility Carried by Structure: SR 1011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.726, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $196,000, Total Project Cost: $469,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31538, Location: LISTIE (Lat: 40.028497, Lng: -79.014181), Route carried "on" structure: State highway , Year Built: 1939, Year Reconstructed: 2014, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 302 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 481 (year 2032), Design Load: HS 25 or greater, Features Intersected: WELLS CREEK, Facility Carried by Structure: SR 1011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.726, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $215,000, Total Project Cost: $510,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31538, Location: LISTIE (Lat: 40.028497, Lng: -79.014181), Route carried "on" structure: State highway , Year Built: 1939, Year Reconstructed: 2014, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 302 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 481 (year 2032), Design Load: HS 25 or greater, Features Intersected: WELLS CREEK, Facility Carried by Structure: SR 1011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.726, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $215,000, Total Project Cost: $510,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31737, Location: .25 MI.N.OF GIDEON (Lat: 40.087572, Lng: -79.040692), Route carried "on" structure: State highway , Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 293 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 295 (year 2032), Design Load: HS 20, Features Intersected: US 219, Facility Carried by Structure: SR 4004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.115, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 68.0 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), 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
Structure Number: 31737, Location: .25 MI.N.OF GIDEON (Lat: 40.087572, Lng: -79.040692), Route carried "on" structure: State highway , Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 293 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 295 (year 2032), Design Load: HS 20, Features Intersected: US 219, Facility Carried by Structure: SR 4004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.115, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 68.0 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), 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
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Structure Number: 31757, Location: 0.1 MI. SE FROM SR 4004 (Lat: 40.085694, Lng: -79.008186), Route carried "on" structure: State highway , Year Built: 1937, Year Reconstructed: 2013, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 196 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 257 (year 2032), Design Load: HL 93, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: SR 4017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.556, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: April 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $264,000, Total Project Cost: $737,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31757, Location: 0.1 MI. SE FROM SR 4004 (Lat: 40.085694, Lng: -79.008186), Route carried "on" structure: State highway , Year Built: 1937, Year Reconstructed: 2013, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 196 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 257 (year 2032), Design Load: HL 93, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: SR 4017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.556, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: April 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $264,000, Total Project Cost: $737,000, 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: 3181, Location: WEST OF BROTHERTON (Lat: 39.988333, Lng: -78.991667), Route carried "on" structure: Interstate 76, Year Built: 2004, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 29,452 (year 1999), Truck Traffic: 36%, Average Future Daily Traffic: 34,324 (year 2030), Design Load: HL 93, Features Intersected: KIMBERLY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3181, Location: WEST OF BROTHERTON (Lat: 39.988333, Lng: -78.991667), Route carried "on" structure: Interstate 76, Year Built: 2004, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 29,452 (year 1999), Truck Traffic: 36%, Average Future Daily Traffic: 34,324 (year 2030), Design Load: HL 93, Features Intersected: KIMBERLY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: April 2019, 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: 31811, Location: WEST OF BROTHERTON (Lat: 39.988333, Lng: -78.990000), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 8%, Average Future Daily Traffic: 315 (year 2030), Design Load: HS 25 or greater, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-612 Cranberry Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $107,000, Total Project Cost: $488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31811, Location: WEST OF BROTHERTON (Lat: 39.988333, Lng: -78.990000), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 8%, Average Future Daily Traffic: 315 (year 2030), Design Load: HS 25 or greater, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-612 Cranberry Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $107,000, Total Project Cost: $488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31885, Location: 2.4 MI.SW.OF STOYSTOWN (Lat: 40.083717, Lng: -78.986311), Route carried "on" structure: City street , Year Built: 1907, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 32 (year 2041), Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: T-626, TEDROW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $264,000, Total Project Cost: $660,000
Structure Number: 31885, Location: 2.4 MI.SW.OF STOYSTOWN (Lat: 40.083717, Lng: -78.986311), Route carried "on" structure: City street , Year Built: 1907, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 32 (year 2041), Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: T-626, TEDROW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $264,000, Total Project Cost: $660,000
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Structure Number: 31886, Location: 1.2 MI.E.OF FRIEDENS (Lat: 40.052919, Lng: -78.963831), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 63 (year 2041), Design Load: HS 20, Features Intersected: WELLS CREEK, Facility Carried by Structure: T640, REFFNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $264,000, Total Project Cost: $632,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31886, Location: 1.2 MI.E.OF FRIEDENS (Lat: 40.052919, Lng: -78.963831), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 63 (year 2041), Design Load: HS 20, Features Intersected: WELLS CREEK, Facility Carried by Structure: T640, REFFNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $264,000, Total Project Cost: $632,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31895, Location: GEIGER (Lat: 40.033339, Lng: -79.043542), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 920 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,179 (year 2041), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD, Facility Carried by Structure: T524,SECHLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 31895, Location: GEIGER (Lat: 40.033339, Lng: -79.043542), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 920 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,179 (year 2041), Design Load: HS 25 or greater, Features Intersected: CSX RAILROAD, Facility Carried by Structure: T524,SECHLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 31896, Location: FRIEDENS,HILLTOP ROAD (Lat: 40.049356, Lng: -78.986308), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 103 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 128 (year 2041), Features Intersected: WELLS CREEK, Facility Carried by Structure: T624,HILLTOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: Bituminous
Structure Number: 31896, Location: FRIEDENS,HILLTOP ROAD (Lat: 40.049356, Lng: -78.986308), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 103 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 128 (year 2041), Features Intersected: WELLS CREEK, Facility Carried by Structure: T624,HILLTOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: Bituminous
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Structure Number: 41616, Location: 3 MI S OF SR30 (Lat: 40.098472, Lng: -79.030978), Route carried "on" structure: US 219, Year Built: 2002, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 5,102 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,283 (year 2032), Design Load: HL 93, Features Intersected: T893 MILOW-FIMMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.456, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41616, Location: 3 MI S OF SR30 (Lat: 40.098472, Lng: -79.030978), Route carried "on" structure: US 219, Year Built: 2002, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 5,102 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,283 (year 2032), Design Load: HL 93, Features Intersected: T893 MILOW-FIMMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.456, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, 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: 47949, Location: 0.5 MILE WEST OF LISTIE (Lat: 40.029267, Lng: -79.031169), Route carried "on" structure: State highway , Year Built: 2013, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 860 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,251 (year 2033), Design Load: HL 93, Features Intersected: WELLS CREEK, Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 51.8 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
Structure Number: 47949, Location: 0.5 MILE WEST OF LISTIE (Lat: 40.029267, Lng: -79.031169), Route carried "on" structure: State highway , Year Built: 2013, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 860 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,251 (year 2033), Design Load: HL 93, Features Intersected: WELLS CREEK, Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 51.8 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
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Structure Number: 53396, Location: 2.5 MI S OF FRIEDENS (Lat: 40.021489, Lng: -78.955006), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 154 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 144 (year 2036), Design Load: HL 93, Features Intersected: BUCK RUN, Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.2 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: 33.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53396, Location: 2.5 MI S OF FRIEDENS (Lat: 40.021489, Lng: -78.955006), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 154 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 144 (year 2036), Design Load: HL 93, Features Intersected: BUCK RUN, Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.2 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: 33.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31393, Location: 2 MI. NE OF SOMERSET (Lat: 40.027961, Lng: -79.047867), Route carried "under" structure: State highway 281, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,731 (year 2020), Truck Traffic: 4%, Features Intersected: PA 281, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 41.400, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 31393, Location: 2 MI. NE OF SOMERSET (Lat: 40.027961, Lng: -79.047867), Route carried "under" structure: State highway 281, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,731 (year 2020), Truck Traffic: 4%, Features Intersected: PA 281, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 41.400, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 31393, Location: 2 MI. NE OF SOMERSET (Lat: 40.027961, Lng: -79.047867), Route carried "under" structure: State highway 281, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,731 (year 2020), Truck Traffic: 4%, Features Intersected: PA 281, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 41.400, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 31393, Location: 2 MI. NE OF SOMERSET (Lat: 40.027961, Lng: -79.047867), Route carried "under" structure: State highway 281, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,731 (year 2020), Truck Traffic: 4%, Features Intersected: PA 281, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 41.400, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 31395, Location: OVER TR 281 (Lat: 40.027728, Lng: -79.048117), Route carried "under" structure: State highway 281, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,731 (year 2020), Truck Traffic: 4%, Features Intersected: PA 281, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 6.73m (22.08ft), Kilometerpoint: 41.400, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 31395, Location: OVER TR 281 (Lat: 40.027728, Lng: -79.048117), Route carried "under" structure: State highway 281, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,731 (year 2020), Truck Traffic: 4%, Features Intersected: PA 281, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 6.73m (22.08ft), Kilometerpoint: 41.400, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 31395, Location: OVER TR 281 (Lat: 40.027728, Lng: -79.048117), Route carried "under" structure: State highway 281, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,731 (year 2020), Truck Traffic: 4%, Features Intersected: PA 281, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 6.38m (20.93ft), Kilometerpoint: 41.400, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 31395, Location: OVER TR 281 (Lat: 40.027728, Lng: -79.048117), Route carried "under" structure: State highway 281, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 3,731 (year 2020), Truck Traffic: 4%, Features Intersected: PA 281, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 6.38m (20.93ft), Kilometerpoint: 41.400, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 314, Location: 3.6 MILE NORTH OF TR 281 (Lat: 40.075603, Lng: -79.051092), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,102 (year 2020), Truck Traffic: 8%, Features Intersected: US 219, Facility Carried by Structure: T626 CRITCHFIELD R
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 43.935, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 314, Location: 3.6 MILE NORTH OF TR 281 (Lat: 40.075603, Lng: -79.051092), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,102 (year 2020), Truck Traffic: 8%, Features Intersected: US 219, Facility Carried by Structure: T626 CRITCHFIELD R
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 43.935, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 314, Location: 3.6 MILE NORTH OF TR 281 (Lat: 40.075603, Lng: -79.051092), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,156 (year 2020), Truck Traffic: 9%, Features Intersected: US 219, Facility Carried by Structure: T626 CRITCHFIELD R
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 43.964, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 314, Location: 3.6 MILE NORTH OF TR 281 (Lat: 40.075603, Lng: -79.051092), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,156 (year 2020), Truck Traffic: 9%, Features Intersected: US 219, Facility Carried by Structure: T626 CRITCHFIELD R
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 43.964, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 31403, Location: 3.0 MILE SOUTH OF TR 30 (Lat: 40.098731, Lng: -79.031233), Route carried "under" structure: City street , Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 25 (year 1993), Features Intersected: T893 MILOW-KIMMER ROAD, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 31403, Location: 3.0 MILE SOUTH OF TR 30 (Lat: 40.098731, Lng: -79.031233), Route carried "under" structure: City street , Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 25 (year 1993), Features Intersected: T893 MILOW-KIMMER ROAD, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 31737, Location: .25 MI.N.OF GIDEON (Lat: 40.087572, Lng: -79.040692), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,156 (year 2020), Truck Traffic: 9%, Features Intersected: US 219, Facility Carried by Structure: SR 4004
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 45.549, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 31737, Location: .25 MI.N.OF GIDEON (Lat: 40.087572, Lng: -79.040692), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,156 (year 2020), Truck Traffic: 9%, Features Intersected: US 219, Facility Carried by Structure: SR 4004
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 45.549, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 31737, Location: .25 MI.N.OF GIDEON (Lat: 40.087572, Lng: -79.040692), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,102 (year 2020), Truck Traffic: 8%, Features Intersected: US 219, Facility Carried by Structure: SR 4004
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 45.482, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 31737, Location: .25 MI.N.OF GIDEON (Lat: 40.087572, Lng: -79.040692), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,102 (year 2020), Truck Traffic: 8%, Features Intersected: US 219, Facility Carried by Structure: SR 4004
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 45.482, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 31811, Location: WEST OF BROTHERTON (Lat: 39.988333, Lng: -78.990000), Route carried "under" structure: Other road 76, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 29,452 (year 1999), Truck Traffic: 36%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-612 Cranberry Rd
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 31811, Location: WEST OF BROTHERTON (Lat: 39.988333, Lng: -78.990000), Route carried "under" structure: Other road 76, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 29,452 (year 1999), Truck Traffic: 36%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-612 Cranberry Rd
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 41616, Location: 3 MI S OF SR30 (Lat: 40.098472, Lng: -79.030978), Route carried "under" structure: City street , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 25 (year 1993), Features Intersected: T893 MILOW-FIMMER ROAD, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 41616, Location: 3 MI S OF SR30 (Lat: 40.098472, Lng: -79.030978), Route carried "under" structure: City street , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 25 (year 1993), Features Intersected: T893 MILOW-FIMMER ROAD, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft)