Bridge Statistics for Churchtown, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 66ft / 20.4mTotal length
- $573,000Total costs
- 47,654Total average daily traffic
- 8,970Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Churchtown
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11910-1919
- 11930-1939
- 31940-1949
- 41960-1969
- 21970-1979
- 21990-1999
- 12010-2019
- Bridge Condition - Deck
- 8.3%Excellent
- 8.3%Very good
- 33.3%Good
- 16.7%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 16.7%Excellent
- 16.7%Good
- 16.7%Satisfactory
- 33.3%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 50.0%Good
- 16.7%Satisfactory
- 25.0%Poor
- Bridge Condition - Channel
- 21.4%Good
- 21.4%Satisfactory
- 50.0%Fair
- 7.1%Poor
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Structure Number: 20996, Location: 1 MI.W. of Churchtown (Lat: 40.131656, Lng: -75.977558), Route carried "on" structure: State highway 23, Year Built: 1973, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 8,300 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 10,258 (year 2032), Design Load: HS 20, Features Intersected: Conestoga River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.422, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20996, Location: 1 MI.W. of Churchtown (Lat: 40.131656, Lng: -75.977558), Route carried "on" structure: State highway 23, Year Built: 1973, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 8,300 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 10,258 (year 2032), Design Load: HS 20, Features Intersected: Conestoga River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.422, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21398, Location: 0.5 MI.S.W. OF CHURCHTOWN (Lat: 40.128161, Lng: -75.965039), Route carried "on" structure: State highway , Year Built: 1993, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 468 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 598 (year 2032), Design Load: HS 25 or greater, Features Intersected: CONESTOGA RIVER, Facility Carried by Structure: SR 1017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21398, Location: 0.5 MI.S.W. OF CHURCHTOWN (Lat: 40.128161, Lng: -75.965039), Route carried "on" structure: State highway , Year Built: 1993, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 468 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 598 (year 2032), Design Load: HS 25 or greater, Features Intersected: CONESTOGA RIVER, Facility Carried by Structure: SR 1017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21464, Location: 2 mi. N.W. Churchtown (Lat: 40.145842, Lng: -75.990975), Route carried "on" structure: State highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 584 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 671 (year 2032), Design Load: H 20, Features Intersected: Little Conestoga Creek, Facility Carried by Structure: Churchtown Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.121, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $38,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21464, Location: 2 mi. N.W. Churchtown (Lat: 40.145842, Lng: -75.990975), Route carried "on" structure: State highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 584 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 671 (year 2032), Design Load: H 20, Features Intersected: Little Conestoga Creek, Facility Carried by Structure: Churchtown Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.121, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $38,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21806, Location: CAERNARVO TWP (Lat: 40.173753, Lng: -75.959469), Route carried "on" structure: County highway 888, Year Built: 1949, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 8%, Average Future Daily Traffic: 315 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76)
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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $35,000, Total Project Cost: $161,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21806, Location: CAERNARVO TWP (Lat: 40.173753, Lng: -75.959469), Route carried "on" structure: County highway 888, Year Built: 1949, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 8%, Average Future Daily Traffic: 315 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76)
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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $35,000, Total Project Cost: $161,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21847, Location: 1/2 MI SOUTH OF SR 23 (Lat: 40.125408, Lng: -75.977914), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 720 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 965 (year 2032), Design Load: HS 20, Features Intersected: CONESTOGA RIVER TRIB, Facility Carried by Structure: T700 POOL FORGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21847, Location: 1/2 MI SOUTH OF SR 23 (Lat: 40.125408, Lng: -75.977914), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 720 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 965 (year 2032), Design Load: HS 20, Features Intersected: CONESTOGA RIVER TRIB, Facility Carried by Structure: T700 POOL FORGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21848, Location: 1/2 MI SOUTH OF SR 23 (Lat: 40.124036, Lng: -75.979367), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 720 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 965 (year 2032), Design Load: HS 20, Features Intersected: CONESTOGA RIVER TRIB, Facility Carried by Structure: T700 POOL FORGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $70,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21848, Location: 1/2 MI SOUTH OF SR 23 (Lat: 40.124036, Lng: -75.979367), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 720 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 965 (year 2032), Design Load: HS 20, Features Intersected: CONESTOGA RIVER TRIB, Facility Carried by Structure: T700 POOL FORGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $70,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2185, Location: 750 FT SOUTH OF SR 23 (Lat: 40.129758, Lng: -75.976903), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 720 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 965 (year 2032), Design Load: HS 20, Features Intersected: CONESTOGA RIVER TRIB, Facility Carried by Structure: T700 POOL FORGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2185, Location: 750 FT SOUTH OF SR 23 (Lat: 40.129758, Lng: -75.976903), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 720 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 965 (year 2032), Design Load: HS 20, Features Intersected: CONESTOGA RIVER TRIB, Facility Carried by Structure: T700 POOL FORGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21853, Location: 600 FT NORTH OF SR 1044 (Lat: 40.138281, Lng: -75.967044), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 310 (year 2012), Average Future Daily Traffic: 415 (year 2032), Design Load: HL 93, Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: T823 HAMMERTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Fair, Operating Rating: 45.7 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: 35.3 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: Meets minimum limits, Waterway Adequacy: Equal to 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: March 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $65,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21853, Location: 600 FT NORTH OF SR 1044 (Lat: 40.138281, Lng: -75.967044), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 310 (year 2012), Average Future Daily Traffic: 415 (year 2032), Design Load: HL 93, Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: T823 HAMMERTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Fair, Operating Rating: 45.7 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: 35.3 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: Meets minimum limits, Waterway Adequacy: Equal to 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: March 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $65,000, 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: 21854, Location: 2000 FT SOUTH OF SR 23 (Lat: 40.129600, Lng: -75.956197), Route carried "on" structure: City street , Year Built: 1914, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 340 (year 2012), Average Future Daily Traffic: 455 (year 2032), Features Intersected: CONESTOGA RIVER, Facility Carried by Structure: BOOT JACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Underwater Inspection Date: June 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $14,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21854, Location: 2000 FT SOUTH OF SR 23 (Lat: 40.129600, Lng: -75.956197), Route carried "on" structure: City street , Year Built: 1914, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 340 (year 2012), Average Future Daily Traffic: 455 (year 2032), Features Intersected: CONESTOGA RIVER, Facility Carried by Structure: BOOT JACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Underwater Inspection Date: June 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $14,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21855, Location: 2000 FT NORTH OF SR 23 (Lat: 40.138939, Lng: -75.962967), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 155 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2032), Features Intersected: LITTLE CONESTOGA CRK, Facility Carried by Structure: T-932 WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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: March 2020
Structure Number: 21855, Location: 2000 FT NORTH OF SR 23 (Lat: 40.138939, Lng: -75.962967), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 155 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2032), Features Intersected: LITTLE CONESTOGA CRK, Facility Carried by Structure: T-932 WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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: March 2020
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Structure Number: 21856, Location: 1/2 MI SOUTH OF SR 23 (Lat: 40.136739, Lng: -75.922078), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 155 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2032), Features Intersected: CONESTOGA RIVER, Facility Carried by Structure: T-926 MAXW HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $68,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21856, Location: 1/2 MI SOUTH OF SR 23 (Lat: 40.136739, Lng: -75.922078), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 155 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2032), Features Intersected: CONESTOGA RIVER, Facility Carried by Structure: T-926 MAXW HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $68,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22068, Location: 800 FEET SE OF T-908 (Lat: 40.076933, Lng: -75.965211), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 620 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 830 (year 2031), Design Load: HS 25 or greater, Features Intersected: PEQUEA CREEK, Facility Carried by Structure: T-912 BUCHLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22068, Location: 800 FEET SE OF T-908 (Lat: 40.076933, Lng: -75.965211), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 620 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 830 (year 2031), Design Load: HS 25 or greater, Features Intersected: PEQUEA CREEK, Facility Carried by Structure: T-912 BUCHLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53872, Location: 1.5 MI SE CHURCHTOWN (Lat: 40.132750, Lng: -75.936736), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 554 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 476 (year 2032), Design Load: HL 93, Features Intersected: CONESTOGA RIVER, Facility Carried by Structure: SHIRKTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.570, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 56.1 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: 43.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53872, Location: 1.5 MI SE CHURCHTOWN (Lat: 40.132750, Lng: -75.936736), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 554 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 476 (year 2032), Design Load: HL 93, Features Intersected: CONESTOGA RIVER, Facility Carried by Structure: SHIRKTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.570, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 56.1 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: 43.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 57565, Location: EAST OF BRENDLE RD (Lat: 40.136719, Lng: -75.993381), Route carried "on" structure: City street , Year Built: 1901, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 200 (year 2040), Features Intersected: CONESTOGA RIVER, Facility Carried by Structure: MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: Town or Township Highway Agency, Approaching Roadway Width: 0.3m (1.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57565, Location: EAST OF BRENDLE RD (Lat: 40.136719, Lng: -75.993381), Route carried "on" structure: City street , Year Built: 1901, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 200 (year 2040), Features Intersected: CONESTOGA RIVER, Facility Carried by Structure: MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: Town or Township Highway Agency, Approaching Roadway Width: 0.3m (1.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57566, Location: SOUTH OF VALLEY VIEW RD (Lat: 40.145378, Lng: -75.947075), Route carried "on" structure: City street , Year Built: 1901, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 200 (year 2040), Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: GLICK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 0.3m (1.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57566, Location: SOUTH OF VALLEY VIEW RD (Lat: 40.145378, Lng: -75.947075), Route carried "on" structure: City street , Year Built: 1901, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 200 (year 2040), Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: GLICK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 0.3m (1.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21806, Location: CAERNARVO TWP (Lat: 40.173753, Lng: -75.959469), Route carried "under" structure: Interstate 76, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 33,608 (year 2001), Truck Traffic: 23%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-888
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 21806, Location: CAERNARVO TWP (Lat: 40.173753, Lng: -75.959469), Route carried "under" structure: Interstate 76, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 33,608 (year 2001), Truck Traffic: 23%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-888
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)