Bridge Statistics for Paoli, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 52ft / 16.4mTotal length
- $405,000Total costs
- 300,958Total average daily traffic
- 25,439Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Paoli
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 31950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 32000-2009
- 42010-2019
- Bridge Condition - Deck
- 28.6%Very good
- 28.6%Good
- 14.3%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 22.2%Good
- 22.2%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 44.4%Good
- 11.1%Satisfactory
- 44.4%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 16.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- 33.3%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Fair
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Structure Number: 10144, Location: PAOLI 23G06 (Lat: 40.055761, Lng: -75.495578), Route carried "on" structure: US 202, Year Built: 1966, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 75,257 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 92,823 (year 2032), Design Load: HS 20, Features Intersected: LITTLE VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.483, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: November 2018
Structure Number: 10144, Location: PAOLI 23G06 (Lat: 40.055761, Lng: -75.495578), Route carried "on" structure: US 202, Year Built: 1966, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 75,257 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 92,823 (year 2032), Design Load: HS 20, Features Intersected: LITTLE VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.483, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: November 2018
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Structure Number: 10309, Location: PAOLI STATION 23J8 (Lat: 40.042986, Lng: -75.484261), Route carried "on" structure: State highway , Year Built: 1983, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 4,706 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 6,157 (year 2032), Design Load: HS 20, Features Intersected: AMTRAK - MAIN LINE, Facility Carried by Structure: NORTH VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.520, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $69,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10309, Location: PAOLI STATION 23J8 (Lat: 40.042986, Lng: -75.484261), Route carried "on" structure: State highway , Year Built: 1983, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 4,706 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 6,157 (year 2032), Design Load: HS 20, Features Intersected: AMTRAK - MAIN LINE, Facility Carried by Structure: NORTH VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.520, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $69,000, 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: 10312, Location: NORTH OF PAOLI 23J05 (Lat: 40.059581, Lng: -75.487858), Route carried "on" structure: State highway , Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,706 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 6,157 (year 2032), Design Load: HS 20, Features Intersected: BRANCH VALLEY CREEK, Facility Carried by Structure: NORTH VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.445, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10312, Location: NORTH OF PAOLI 23J05 (Lat: 40.059581, Lng: -75.487858), Route carried "on" structure: State highway , Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,706 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 6,157 (year 2032), Design Load: HS 20, Features Intersected: BRANCH VALLEY CREEK, Facility Carried by Structure: NORTH VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.445, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10313, Location: NEAR PAOLI 23H04 (Lat: 40.065183, Lng: -75.489972), Route carried "on" structure: State highway , Year Built: 1922, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 6,080 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 8,364 (year 2032), Design Load: H 20, Features Intersected: VALLEY CREEK, Facility Carried by Structure: NORTH VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $22,000, Total Project Cost: $99,000
Structure Number: 10313, Location: NEAR PAOLI 23H04 (Lat: 40.065183, Lng: -75.489972), Route carried "on" structure: State highway , Year Built: 1922, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 6,080 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 8,364 (year 2032), Design Load: H 20, Features Intersected: VALLEY CREEK, Facility Carried by Structure: NORTH VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $22,000, Total Project Cost: $99,000
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Structure Number: 10755, Location: NEAR CEDAR HOLLOW (Lat: 40.073475, Lng: -75.522933), Route carried "on" structure: Interstate 76, Year Built: 1950, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 47,120 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 56,710 (year 2030), Design Load: HS 20, Features Intersected: T-443 (Howell Road)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable 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: July 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $116,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10755, Location: NEAR CEDAR HOLLOW (Lat: 40.073475, Lng: -75.522933), Route carried "on" structure: Interstate 76, Year Built: 1950, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 47,120 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 56,710 (year 2030), Design Load: HS 20, Features Intersected: T-443 (Howell Road)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable 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: July 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $116,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10859, Location: 2.0 MI W OF SR252 3475-C8 (Lat: 40.017239, Lng: -75.483569), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 250 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 350 (year 2025), Features Intersected: CRUM CREEK, Facility Carried by Structure: JAFFREY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $35,000, Total Project Cost: $76,000
Structure Number: 10859, Location: 2.0 MI W OF SR252 3475-C8 (Lat: 40.017239, Lng: -75.483569), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 250 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 350 (year 2025), Features Intersected: CRUM CREEK, Facility Carried by Structure: JAFFREY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $35,000, Total Project Cost: $76,000
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Structure Number: 1086, Location: GREEN TREE RT. 30 3475-A5 (Lat: 40.042797, Lng: -75.495597), Route carried "on" structure: City street , Year Built: 1952, Year Reconstructed: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 650 (year 1989), Average Future Daily Traffic: 910 (year 2015), Features Intersected: AMTRAK (tracks removed), Facility Carried by Structure: WEST CENTRAL AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, 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: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $10,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1086, Location: GREEN TREE RT. 30 3475-A5 (Lat: 40.042797, Lng: -75.495597), Route carried "on" structure: City street , Year Built: 1952, Year Reconstructed: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 650 (year 1989), Average Future Daily Traffic: 910 (year 2015), Features Intersected: AMTRAK (tracks removed), Facility Carried by Structure: WEST CENTRAL AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, 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: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $10,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45696, Location: 1.4 MI N OF PA 29 23F6 (Lat: 40.055478, Lng: -75.502783), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 2,972 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,729 (year 2032), Design Load: HL 93, Features Intersected: US 202, Facility Carried by Structure: CEDAR HOLLOW ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 1.984, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45696, Location: 1.4 MI N OF PA 29 23F6 (Lat: 40.055478, Lng: -75.502783), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 2,972 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,729 (year 2032), Design Load: HL 93, Features Intersected: US 202, Facility Carried by Structure: CEDAR HOLLOW ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 1.984, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 4889, Location: 2 MI. E. PA 29 23J6 (Lat: 40.057644, Lng: -75.487375), Route carried "on" structure: US 202, Year Built: 2014, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 75,257 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 92,823 (year 2032), Design Load: HL 93, Features Intersected: NORTH VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.461, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 35.8m (117.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 56.7 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: 35.6 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4889, Location: 2 MI. E. PA 29 23J6 (Lat: 40.057644, Lng: -75.487375), Route carried "on" structure: US 202, Year Built: 2014, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 75,257 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 92,823 (year 2032), Design Load: HL 93, Features Intersected: NORTH VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.461, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 35.8m (117.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 56.7 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: 35.6 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 49031, Location: 3364-G9 1M S. STJOHNS RD (Lat: 40.070300, Lng: -75.519506), Route carried "on" structure: City street 500, Year Built: 2014, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,770 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,110 (year 2034), Design Load: HS 25 or greater, Features Intersected: Trib. to Valley Creek
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), 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: 8.0m (26.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Very good, Culverts: Very good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 49031, Location: 3364-G9 1M S. STJOHNS RD (Lat: 40.070300, Lng: -75.519506), Route carried "on" structure: City street 500, Year Built: 2014, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,770 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 2,110 (year 2034), Design Load: HS 25 or greater, Features Intersected: Trib. to Valley Creek
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), 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: 8.0m (26.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Very good, Culverts: Very good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 52521, Location: Tredyffrin Twp 23D04 (Lat: 40.065086, Lng: -75.518133), Route carried "on" structure: City street , Year Built: 2015, Status: Closed, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,027 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,230 (year 2021), Design Load: HL 93, Features Intersected: Valley Creek, Facility Carried by Structure: Church Road
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 - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52521, Location: Tredyffrin Twp 23D04 (Lat: 40.065086, Lng: -75.518133), Route carried "on" structure: City street , Year Built: 2015, Status: Closed, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,027 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,230 (year 2021), Design Load: HL 93, Features Intersected: Valley Creek, Facility Carried by Structure: Church Road
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 - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 10755, Location: NEAR CEDAR HOLLOW (Lat: 40.073475, Lng: -75.522933), Route carried "under" structure: City street , Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Features Intersected: T-443 (Howell Road), Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.9m (25.9ft)
Structure Number: 10755, Location: NEAR CEDAR HOLLOW (Lat: 40.073475, Lng: -75.522933), Route carried "under" structure: City street , Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Features Intersected: T-443 (Howell Road), Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.9m (25.9ft)
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Structure Number: 45696, Location: 1.4 MI N OF PA 29 23F6 (Lat: 40.055478, Lng: -75.502783), Route carried "under" structure: US 202, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 38,195 (year 2022), Truck Traffic: 6%, Features Intersected: US 202, Facility Carried by Structure: CEDAR HOLLOW ROAD
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 24.114, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 45696, Location: 1.4 MI N OF PA 29 23F6 (Lat: 40.055478, Lng: -75.502783), Route carried "under" structure: US 202, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 38,195 (year 2022), Truck Traffic: 6%, Features Intersected: US 202, Facility Carried by Structure: CEDAR HOLLOW ROAD
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 24.114, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 45696, Location: 1.4 MI N OF PA 29 23F6 (Lat: 40.055478, Lng: -75.502783), Route carried "under" structure: US 202, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 37,062 (year 2022), Truck Traffic: 9%, Features Intersected: US 202, Facility Carried by Structure: CEDAR HOLLOW ROAD
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 24.121, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 45696, Location: 1.4 MI N OF PA 29 23F6 (Lat: 40.055478, Lng: -75.502783), Route carried "under" structure: US 202, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 37,062 (year 2022), Truck Traffic: 9%, Features Intersected: US 202, Facility Carried by Structure: CEDAR HOLLOW ROAD
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 24.121, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 4889, Location: 2 MI. E. PA 29 23J6 (Lat: 40.057644, Lng: -75.487375), Route carried "under" structure: State highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 4,706 (year 2021), Truck Traffic: 2%, Features Intersected: NORTH VALLEY ROAD, Facility Carried by Structure: U.S. 202
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 4.445, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 4889, Location: 2 MI. E. PA 29 23J6 (Lat: 40.057644, Lng: -75.487375), Route carried "under" structure: State highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 4,706 (year 2021), Truck Traffic: 2%, Features Intersected: NORTH VALLEY ROAD, Facility Carried by Structure: U.S. 202
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 4.445, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 12.8m (42.0ft)