Bridge Statistics for Spring City, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 92ft / 28.3mTotal length
- $3,614,000Total costs
- 59,524Total average daily traffic
- 3,037Total average daily truck traffic
- 65,225Total future (year 2018) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Spring City
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 31920-1929
- 21930-1939
- 21940-1949
- 11960-1969
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 11.1%Good
- 66.7%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 10.0%Good
- 40.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Substructure
- 10.0%Good
- 30.0%Satisfactory
- 60.0%Fair
- Bridge Condition - Channel
- 18.2%Satisfactory
- 27.3%Fair
- 54.5%Poor
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Structure Number: 10242, Location: NEAR SPRING CITY 7J12 (Lat: 40.167775, Lng: -75.556594), Route carried "on" structure: State highway 724, Year Built: 1942, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 14,385 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,487 (year 2032), Design Load: HS 20, Features Intersected: STONY RUN CREEK, Facility Carried by Structure: SCHUYLKILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.949, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10242, Location: NEAR SPRING CITY 7J12 (Lat: 40.167775, Lng: -75.556594), Route carried "on" structure: State highway 724, Year Built: 1942, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 14,385 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,487 (year 2032), Design Load: HS 20, Features Intersected: STONY RUN CREEK, Facility Carried by Structure: SCHUYLKILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.949, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10245, Location: NEAR SPRING CITY 7E6 (Lat: 40.198919, Lng: -75.582928), Route carried "on" structure: State highway 724, Year Built: 1942, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 11,425 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 16,754 (year 2032), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: SCHUYLKILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.460, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10245, Location: NEAR SPRING CITY 7E6 (Lat: 40.198919, Lng: -75.582928), Route carried "on" structure: State highway 724, Year Built: 1942, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 11,425 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 16,754 (year 2032), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: SCHUYLKILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.460, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10356, Location: SW SPRING CITY 7H11 (Lat: 40.169039, Lng: -75.562703), Route carried "on" structure: State highway , Year Built: 1926, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 919 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,108 (year 2032), Design Load: H 20, Features Intersected: STONEY RUN CREEK, Facility Carried by Structure: STONEY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.053, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $130,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10356, Location: SW SPRING CITY 7H11 (Lat: 40.169039, Lng: -75.562703), Route carried "on" structure: State highway , Year Built: 1926, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 919 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,108 (year 2032), Design Load: H 20, Features Intersected: STONEY RUN CREEK, Facility Carried by Structure: STONEY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.053, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $130,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1036, Location: NEAR BROWNSBACK 7D6 (Lat: 40.197292, Lng: -75.586603), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 2,818 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,293 (year 2032), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: BETHEL CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.327, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1036, Location: NEAR BROWNSBACK 7D6 (Lat: 40.197292, Lng: -75.586603), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 2,818 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,293 (year 2032), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: BETHEL CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.327, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10365, Location: NEAR KIMBERTON GOLF 7G12 (Lat: 40.168647, Lng: -75.568969), Route carried "on" structure: State highway , Year Built: 1931, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 764 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 830 (year 2032), Design Load: H 15, Features Intersected: STONY CREEK, Facility Carried by Structure: BUCKWALTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $87,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10365, Location: NEAR KIMBERTON GOLF 7G12 (Lat: 40.168647, Lng: -75.568969), Route carried "on" structure: State highway , Year Built: 1931, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 764 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 830 (year 2032), Design Load: H 15, Features Intersected: STONY CREEK, Facility Carried by Structure: BUCKWALTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $87,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10368, Location: SPRING CITY 7K9 (Lat: 40.182614, Lng: -75.545164), Route carried "on" structure: State highway , Year Built: 1922, Year Reconstructed: 2011, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 21,261 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 18,249 (year 2032), Design Load: HS 25 or greater, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: EAST BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.337, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, 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: 11.60m (38.06ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2019, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $483,000, Total Project Cost: $2,214,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10368, Location: SPRING CITY 7K9 (Lat: 40.182614, Lng: -75.545164), Route carried "on" structure: State highway , Year Built: 1922, Year Reconstructed: 2011, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 21,261 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 18,249 (year 2032), Design Load: HS 25 or greater, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: EAST BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.337, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, 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: 11.60m (38.06ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2019, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $483,000, Total Project Cost: $2,214,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10699, Location: E PIKELAND TWP 3252-D6 (Lat: 40.156397, Lng: -75.539397), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 1992, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 499 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 609 (year 2039), Design Load: HS 25 or greater, Features Intersected: STONY RUN, Facility Carried by Structure: SPRING HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10699, Location: E PIKELAND TWP 3252-D6 (Lat: 40.156397, Lng: -75.539397), Route carried "on" structure: City street , Year Built: 1934, Year Reconstructed: 1992, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 499 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 609 (year 2039), Design Load: HS 25 or greater, Features Intersected: STONY RUN, Facility Carried by Structure: SPRING HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 10701, Location: E VINCENT;PIKELAND3252-C4 (Lat: 40.167200, Lng: -75.548700), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,235 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,358 (year 2023), Features Intersected: STONY RUN, Facility Carried by Structure: PIKELAND AVE(T467)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2019, Other Special Inspection Date: November 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $103,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10701, Location: E VINCENT;PIKELAND3252-C4 (Lat: 40.167200, Lng: -75.548700), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,235 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,358 (year 2023), Features Intersected: STONY RUN, Facility Carried by Structure: PIKELAND AVE(T467)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2019, Other Special Inspection Date: November 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $103,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10703, Location: 1 Mi S of PA 23 3251-D6 (Lat: 40.151600, Lng: -75.601697), Route carried "on" structure: City street 481, Year Built: 1928, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 321 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 392 (year 2039), Features Intersected: FRENCH CREEK, Facility Carried by Structure: FRENCH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2019, Critical Feature Inspection Date: October 2020, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $891,000, Deck Structure Type: Open Grating
Structure Number: 10703, Location: 1 Mi S of PA 23 3251-D6 (Lat: 40.151600, Lng: -75.601697), Route carried "on" structure: City street 481, Year Built: 1928, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 321 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 392 (year 2039), Features Intersected: FRENCH CREEK, Facility Carried by Structure: FRENCH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2019, Critical Feature Inspection Date: October 2020, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $891,000, Deck Structure Type: Open Grating
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Structure Number: 27972, Location: 1.5 Mi NW PA-113 3252-G2 (Lat: 40.175369, Lng: -75.522819), Route carried "on" structure: City street , Year Built: 1914, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,778 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 1,543 (year 2018), Features Intersected: MINGO CREEK, Facility Carried by Structure: MINGO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 34.5 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: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $28,000, Total Project Cost: $126,000
Structure Number: 27972, Location: 1.5 Mi NW PA-113 3252-G2 (Lat: 40.175369, Lng: -75.522819), Route carried "on" structure: City street , Year Built: 1914, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,778 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 1,543 (year 2018), Features Intersected: MINGO CREEK, Facility Carried by Structure: MINGO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 34.5 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: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $28,000, Total Project Cost: $126,000
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Structure Number: 41379, Location: SE ROYERSFRD 19C11/3252F3 (Lat: 40.170317, Lng: -75.526044), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 4,119 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 2,602 (year 2032), Design Load: HS 25 or greater, Features Intersected: MINGO CREEK, Facility Carried by Structure: 2ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.147, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
Structure Number: 41379, Location: SE ROYERSFRD 19C11/3252F3 (Lat: 40.170317, Lng: -75.526044), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 4,119 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 2,602 (year 2032), Design Load: HS 25 or greater, Features Intersected: MINGO CREEK, Facility Carried by Structure: 2ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.147, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019