Bridge Statistics for Oreland, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 56ft / 16.5mTotal length
- $2,485,000Total costs
- 93,652Total average daily traffic
- 4,446Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Oreland
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11920-1929
- 21940-1949
- 11950-1959
- 21960-1969
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 12.5%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 22.2%Good
- 44.4%Satisfactory
- 11.1%Serious
- Bridge Condition - Substructure
- 11.1%Very good
- 22.2%Good
- 44.4%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 14.3%Satisfactory
- 42.9%Fair
- 28.6%Poor
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Structure Number: 11915, Location: 800 FT SE OF US 219 (Lat: 40.909581, Lng: -78.666658), Route carried "on" structure: City street , Year Built: 1920, Status: Closed, Structure Length: 5.49m (18.01ft), Design Load: HS 20, Features Intersected: W BR SUSQUEHANNA RIVER, Facility Carried by Structure: T-421 ZORGER RD
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.7m (172.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $489,000, Total Project Cost: $2,242,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11915, Location: 800 FT SE OF US 219 (Lat: 40.909581, Lng: -78.666658), Route carried "on" structure: City street , Year Built: 1920, Status: Closed, Structure Length: 5.49m (18.01ft), Design Load: HS 20, Features Intersected: W BR SUSQUEHANNA RIVER, Facility Carried by Structure: T-421 ZORGER RD
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.7m (172.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $489,000, Total Project Cost: $2,242,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 27313, Location: FITZWATERTN 31F6/3258D10 (Lat: 40.127031, Lng: -75.166239), Route carried "on" structure: State highway 152, Year Built: 1810, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 8,889 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 16,608 (year 2032), Design Load: H 15, Features Intersected: SANDY RUN, Facility Carried by Structure: LIMEKILN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: March 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $26,000, Total Project Cost: $120,000
Structure Number: 27313, Location: FITZWATERTN 31F6/3258D10 (Lat: 40.127031, Lng: -75.166239), Route carried "on" structure: State highway 152, Year Built: 1810, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 8,889 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 16,608 (year 2032), Design Load: H 15, Features Intersected: SANDY RUN, Facility Carried by Structure: LIMEKILN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: March 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $26,000, Total Project Cost: $120,000
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Structure Number: 27662, Location: FITZWATERTOWN 31G06 (Lat: 40.129856, Lng: -75.156369), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,484 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 12,507 (year 2032), Design Load: HS 20, Features Intersected: SANDY RUN, Facility Carried by Structure: FITZWATERTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 37.2 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 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27662, Location: FITZWATERTOWN 31G06 (Lat: 40.129856, Lng: -75.156369), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,484 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 12,507 (year 2032), Design Load: HS 20, Features Intersected: SANDY RUN, Facility Carried by Structure: FITZWATERTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 37.2 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 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27912, Location: Oreland Sta. ADC 3370-A2 (Lat: 40.118697, Lng: -75.185097), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,801 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 5,114 (year 2018), Features Intersected: SEPTA; BETHLEHEM BRANCH, Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27912, Location: Oreland Sta. ADC 3370-A2 (Lat: 40.118697, Lng: -75.185097), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,801 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 5,114 (year 2018), Features Intersected: SEPTA; BETHLEHEM BRANCH, Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28041, Location: .12 MI NE SR 73 3369-J3 (Lat: 40.112428, Lng: -75.194642), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,480 (year 2012), Average Future Daily Traffic: 4,360 (year 2032), Design Load: H 20, Features Intersected: SUNNYBROOK CREEK, Facility Carried by Structure: LORRAINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28041, Location: .12 MI NE SR 73 3369-J3 (Lat: 40.112428, Lng: -75.194642), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,480 (year 2012), Average Future Daily Traffic: 4,360 (year 2032), Design Load: H 20, Features Intersected: SUNNYBROOK CREEK, Facility Carried by Structure: LORRAINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28042, Location: 0.45 MI NW SR 73 3369K2 (Lat: 40.112775, Lng: -75.191478), Route carried "on" structure: City street , Year Built: 1959, Year Reconstructed: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,900 (year 2012), Average Future Daily Traffic: 9,900 (year 2032), Design Load: HL 93, Features Intersected: SUNNYBROOK CREEK, Facility Carried by Structure: ORELAND MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.8 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: 37.9 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: 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: June 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28042, Location: 0.45 MI NW SR 73 3369K2 (Lat: 40.112775, Lng: -75.191478), Route carried "on" structure: City street , Year Built: 1959, Year Reconstructed: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,900 (year 2012), Average Future Daily Traffic: 9,900 (year 2032), Design Load: HL 93, Features Intersected: SUNNYBROOK CREEK, Facility Carried by Structure: ORELAND MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.8 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: 37.9 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: 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: June 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28049, Location: 700' S SR152 ADC 3258-C10 (Lat: 40.126953, Lng: -75.168669), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2038), Design Load: HS 20, Features Intersected: SANDY RUN, Facility Carried by Structure: TWINING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28049, Location: 700' S SR152 ADC 3258-C10 (Lat: 40.126953, Lng: -75.168669), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2038), Design Load: HS 20, Features Intersected: SANDY RUN, Facility Carried by Structure: TWINING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 44108, Location: LAVEROCK 31D11/3370B5 (Lat: 40.099175, Lng: -75.179872), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 8,640 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,147 (year 2032), Design Load: HL 93, Features Intersected: PA 309 BY-PASS, Facility Carried by Structure: WILLOW GROVE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.234, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44108, Location: LAVEROCK 31D11/3370B5 (Lat: 40.099175, Lng: -75.179872), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 8,640 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,147 (year 2032), Design Load: HL 93, Features Intersected: PA 309 BY-PASS, Facility Carried by Structure: WILLOW GROVE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.234, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 53946, Location: SPRINGFIELD TWP. 31B07 (Lat: 40.123244, Lng: -75.191583), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 4,344 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,166 (year 2032), Design Load: HL 93, Features Intersected: SANDY RUN, Facility Carried by Structure: PENNSYLVANIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.964, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.7 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: 34.3 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53946, Location: SPRINGFIELD TWP. 31B07 (Lat: 40.123244, Lng: -75.191583), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 4,344 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,166 (year 2032), Design Load: HL 93, Features Intersected: SANDY RUN, Facility Carried by Structure: PENNSYLVANIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.964, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.7 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: 34.3 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 44108, Location: LAVEROCK 31D11/3370B5 (Lat: 40.099175, Lng: -75.179872), Route carried "under" structure: State highway 309, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 21,863 (year 2022), Truck Traffic: 4%, Features Intersected: PA 309 BY-PASS, Facility Carried by Structure: WILLOW GROVE AVE.
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 5.737, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 44108, Location: LAVEROCK 31D11/3370B5 (Lat: 40.099175, Lng: -75.179872), Route carried "under" structure: State highway 309, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 21,863 (year 2022), Truck Traffic: 4%, Features Intersected: PA 309 BY-PASS, Facility Carried by Structure: WILLOW GROVE AVE.
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 5.737, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
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Structure Number: 44108, Location: LAVEROCK 31D11/3370B5 (Lat: 40.099175, Lng: -75.179872), Route carried "under" structure: State highway 309, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 22,251 (year 2022), Truck Traffic: 4%, Features Intersected: PA 309 BY-PASS, Facility Carried by Structure: WILLOW GROVE AVE.
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 5.739, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 44108, Location: LAVEROCK 31D11/3370B5 (Lat: 40.099175, Lng: -75.179872), Route carried "under" structure: State highway 309, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 22,251 (year 2022), Truck Traffic: 4%, Features Intersected: PA 309 BY-PASS, Facility Carried by Structure: WILLOW GROVE AVE.
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 5.739, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)