Bridge Statistics for Lima, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 105ft / 32.4mTotal length
- $2,927,000Total costs
- 236,689Total average daily traffic
- 13,354Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lima
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 41930-1939
- 11940-1949
- 71960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 41970-1979
- 21980-1989
- Bridge Condition - Deck
- 9.1%Very good
- 18.2%Good
- 18.2%Satisfactory
- 45.5%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 23.1%Very good
- 23.1%Satisfactory
- 46.2%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 15.4%Good
- 23.1%Satisfactory
- 53.8%Fair
- 7.7%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 18.2%Satisfactory
- 45.5%Fair
- 27.3%Poor
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Structure Number: 9927, Location: E.OF JCT.PA 926 33J9 (Lat: 39.966583, Lng: -75.482992), Route carried "on" structure: State highway 3, Year Built: 1960, Year Reconstructed: 1977, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 23,854 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 30,938 (year 2032), Design Load: HS 20, Features Intersected: RIDLEY CREEK, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.257, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 93.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9927, Location: E.OF JCT.PA 926 33J9 (Lat: 39.966583, Lng: -75.482992), Route carried "on" structure: State highway 3, Year Built: 1960, Year Reconstructed: 1977, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 23,854 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 30,938 (year 2032), Design Load: HS 20, Features Intersected: RIDLEY CREEK, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.257, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 93.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9928, Location: NEAR KUM-ON-INN 34A9 (Lat: 39.970053, Lng: -75.472769), Route carried "on" structure: State highway 3, Year Built: 1960, Year Reconstructed: 1977, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30,168 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 35,428 (year 2032), Design Load: HS 20, Features Intersected: INDIAN RUN, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.019, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9928, Location: NEAR KUM-ON-INN 34A9 (Lat: 39.970053, Lng: -75.472769), Route carried "on" structure: State highway 3, Year Built: 1960, Year Reconstructed: 1977, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30,168 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 35,428 (year 2032), Design Load: HS 20, Features Intersected: INDIAN RUN, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.019, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 14791, Location: .5MI.EAST PA 352 33J06 (Lat: 39.916139, Lng: -75.417747), Route carried "on" structure: US 1, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 13,540 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 25,660 (year 2032), Design Load: HS 20+Mod, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MEDIA BY-PASS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.052, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 71.7 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $150,000, Total Project Cost: $687,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14791, Location: .5MI.EAST PA 352 33J06 (Lat: 39.916139, Lng: -75.417747), Route carried "on" structure: US 1, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 13,540 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 25,660 (year 2032), Design Load: HS 20+Mod, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MEDIA BY-PASS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.052, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 71.7 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $150,000, Total Project Cost: $687,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14812, Location: 2MI.W.NEWTOWN SQ. 24F08 (Lat: 39.976514, Lng: -75.436261), Route carried "on" structure: State highway 3, Year Built: 1962, Year Reconstructed: 1977, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 26,250 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 36,625 (year 2032), Design Load: HS 20, Features Intersected: CRUM CREEK, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.197, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 14812, Location: 2MI.W.NEWTOWN SQ. 24F08 (Lat: 39.976514, Lng: -75.436261), Route carried "on" structure: State highway 3, Year Built: 1962, Year Reconstructed: 1977, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 26,250 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 36,625 (year 2032), Design Load: HS 20, Features Intersected: CRUM CREEK, Facility Carried by Structure: WEST CHESTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.197, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1499, Location: 2MI.EAST TRAINER 33J08 (Lat: 39.905433, Lng: -75.415525), Route carried "on" structure: State highway 352, Year Built: 1949, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 25,310 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 31,908 (year 2032), Design Load: HS 20, Features Intersected: SEPTA, Facility Carried by Structure: NEW MIDDLETOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.897, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $114,000, Total Project Cost: $524,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1499, Location: 2MI.EAST TRAINER 33J08 (Lat: 39.905433, Lng: -75.415525), Route carried "on" structure: State highway 352, Year Built: 1949, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 25,310 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 31,908 (year 2032), Design Load: HS 20, Features Intersected: SEPTA, Facility Carried by Structure: NEW MIDDLETOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.897, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $114,000, Total Project Cost: $524,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14991, Location: GRANITE RUN MALL 33H06 (Lat: 39.915181, Lng: -75.424539), Route carried "on" structure: State highway 352, Year Built: 1935, Year Reconstructed: 1979, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 19,288 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 28,306 (year 2032), Design Load: H 20, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MIDDLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.157, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Poor, Operating Rating: 88.9 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $38,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 14991, Location: GRANITE RUN MALL 33H06 (Lat: 39.915181, Lng: -75.424539), Route carried "on" structure: State highway 352, Year Built: 1935, Year Reconstructed: 1979, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 19,288 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 28,306 (year 2032), Design Load: H 20, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MIDDLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.157, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Poor, Operating Rating: 88.9 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $38,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 15334, Location: 1MI.WEST PA 352 33H09 (Lat: 39.898244, Lng: -75.425219), Route carried "on" structure: State highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,415 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 5,475 (year 2032), Design Load: H 15, Features Intersected: CHROME RUN CREEK, Facility Carried by Structure: GLEN RIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.981, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $115,000, Total Project Cost: $528,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15334, Location: 1MI.WEST PA 352 33H09 (Lat: 39.898244, Lng: -75.425219), Route carried "on" structure: State highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,415 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 5,475 (year 2032), Design Load: H 15, Features Intersected: CHROME RUN CREEK, Facility Carried by Structure: GLEN RIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.981, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $115,000, Total Project Cost: $528,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15346, Location: RIDLEY CREEK PARK 24H13 (Lat: 39.945617, Lng: -75.421414), Route carried "on" structure: State highway , Year Built: 1927, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 4,487 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 5,411 (year 2035), Design Load: H 15, Features Intersected: RIDLEY CREEK, Facility Carried by Structure: CHAPEL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 52.6 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: Equal to present desirable 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: January 2020, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $166,000, Total Project Cost: $759,000
Structure Number: 15346, Location: RIDLEY CREEK PARK 24H13 (Lat: 39.945617, Lng: -75.421414), Route carried "on" structure: State highway , Year Built: 1927, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 4,487 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 5,411 (year 2035), Design Load: H 15, Features Intersected: RIDLEY CREEK, Facility Carried by Structure: CHAPEL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 52.6 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: Equal to present desirable 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: January 2020, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $166,000, Total Project Cost: $759,000
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Structure Number: 15352, Location: DELCHESTER RD 24A09 (Lat: 39.967533, Lng: -75.473522), Route carried "on" structure: State highway , Year Built: 1926, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,570 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 3,670 (year 2032), Design Load: H 20, Features Intersected: RIDLEY CREEK, Facility Carried by Structure: DELCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.719, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 38.1 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15352, Location: DELCHESTER RD 24A09 (Lat: 39.967533, Lng: -75.473522), Route carried "on" structure: State highway , Year Built: 1926, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,570 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 3,670 (year 2032), Design Load: H 20, Features Intersected: RIDLEY CREEK, Facility Carried by Structure: DELCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.719, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 38.1 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15353, Location: RIDLEY CK.STATE PK.24E11 (Lat: 39.957244, Lng: -75.443592), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,305 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,946 (year 2032), Design Load: HS 20, Features Intersected: RIDLEY CREEK, Facility Carried by Structure: GRADYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.741, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15353, Location: RIDLEY CK.STATE PK.24E11 (Lat: 39.957244, Lng: -75.443592), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,305 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,946 (year 2032), Design Load: HS 20, Features Intersected: RIDLEY CREEK, Facility Carried by Structure: GRADYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.741, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15354, Location: SPRINGTON RESERV. 24H10 (Lat: 39.964022, Lng: -75.425278), Route carried "on" structure: State highway , Year Built: 1987, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,985 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,926 (year 2032), Design Load: HS 25 or greater, Features Intersected: CRUM CREEK (RESERVOIR), Facility Carried by Structure: GRADYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.585, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 55.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15354, Location: SPRINGTON RESERV. 24H10 (Lat: 39.964022, Lng: -75.425278), Route carried "on" structure: State highway , Year Built: 1987, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,985 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,926 (year 2032), Design Load: HS 25 or greater, Features Intersected: CRUM CREEK (RESERVOIR), Facility Carried by Structure: GRADYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.585, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 55.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2017, 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: 15376, Location: .25 Mi NW US-1 ADC 18-E8 (Lat: 39.908000, Lng: -75.456900), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,532 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,915 (year 2032), Design Load: HS 25 or greater, Features Intersected: ROCKY RUN, Facility Carried by Structure: VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $253,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15376, Location: .25 Mi NW US-1 ADC 18-E8 (Lat: 39.908000, Lng: -75.456900), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,532 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,915 (year 2032), Design Load: HS 25 or greater, Features Intersected: ROCKY RUN, Facility Carried by Structure: VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $253,000, 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: 15463, Location: RTE. 3 INTERSECTION (Lat: 39.972797, Lng: -75.458600), Route carried "on" structure: State lands road , Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2034), Design Load: H 20, Features Intersected: TRIB. TO RIDLEY CREEK, Facility Carried by Structure: SANDY FLASH DR. N.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 15463, Location: RTE. 3 INTERSECTION (Lat: 39.972797, Lng: -75.458600), Route carried "on" structure: State lands road , Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2034), Design Load: H 20, Features Intersected: TRIB. TO RIDLEY CREEK, Facility Carried by Structure: SANDY FLASH DR. N.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 47886, Location: 0.5 Mi E. PA-352 3695-G3 (Lat: 39.920083, Lng: -75.451419), Route carried "on" structure: City street 330, Year Built: 2013, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,013 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,168 (year 2023), Design Load: HL 93, Features Intersected: ROCKY RUN, Facility Carried by Structure: OLD FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47886, Location: 0.5 Mi E. PA-352 3695-G3 (Lat: 39.920083, Lng: -75.451419), Route carried "on" structure: City street 330, Year Built: 2013, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,013 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,168 (year 2023), Design Load: HL 93, Features Intersected: ROCKY RUN, Facility Carried by Structure: OLD FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 14791, Location: .5MI.EAST PA 352 33J06 (Lat: 39.916139, Lng: -75.417747), Route carried "under" structure: State highway , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 5,852 (year 2020), Truck Traffic: 4%, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MEDIA BY-PASS RAMP
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 14791, Location: .5MI.EAST PA 352 33J06 (Lat: 39.916139, Lng: -75.417747), Route carried "under" structure: State highway , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 5,852 (year 2020), Truck Traffic: 4%, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MEDIA BY-PASS RAMP
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 14791, Location: .5MI.EAST PA 352 33J06 (Lat: 39.916139, Lng: -75.417747), Route carried "under" structure: State highway , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 6,612 (year 2020), Truck Traffic: 3%, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MEDIA BY-PASS RAMP
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 14791, Location: .5MI.EAST PA 352 33J06 (Lat: 39.916139, Lng: -75.417747), Route carried "under" structure: State highway , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 6,612 (year 2020), Truck Traffic: 3%, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MEDIA BY-PASS RAMP
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 14991, Location: GRANITE RUN MALL 33H06 (Lat: 39.915181, Lng: -75.424539), Route carried "under" structure: US 1, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 35,899 (year 2022), Truck Traffic: 5%, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MIDDLETOWN ROAD
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 15.841, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 14991, Location: GRANITE RUN MALL 33H06 (Lat: 39.915181, Lng: -75.424539), Route carried "under" structure: US 1, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 35,899 (year 2022), Truck Traffic: 5%, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MIDDLETOWN ROAD
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 15.841, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 14991, Location: GRANITE RUN MALL 33H06 (Lat: 39.915181, Lng: -75.424539), Route carried "under" structure: US 1, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 28,509 (year 2022), Truck Traffic: 7%, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MIDDLETOWN ROAD
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 15.836, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 14991, Location: GRANITE RUN MALL 33H06 (Lat: 39.915181, Lng: -75.424539), Route carried "under" structure: US 1, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 28,509 (year 2022), Truck Traffic: 7%, Features Intersected: BALTIMORE PIKE, Facility Carried by Structure: MIDDLETOWN ROAD
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 15.836, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.1m (56.1ft)