Bridge Statistics for Mill Creek, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 105ft / 31.5mTotal length
- $7,844,000Total costs
- 48,296Total average daily traffic
- 2,929Total average daily truck traffic
- 54,122Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mill Creek
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 31940-1949
- 21970-1979
- 11980-1989
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 32000-2009
- 22010-2019
- Bridge Condition - Deck
- 22.2%Very good
- 22.2%Good
- 22.2%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 11.1%Good
- 11.1%Satisfactory
- 55.6%Fair
- Bridge Condition - Substructure
- 11.1%Excellent
- 11.1%Very good
- 22.2%Good
- 22.2%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 18.2%Good
- 36.4%Satisfactory
- 18.2%Fair
- 27.3%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
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Structure Number: 18584, Location: 0.9 MILE WEST OF TR 829 (Lat: 40.447644, Lng: -77.959547), Route carried "on" structure: US 22, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,552 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,033 (year 2032), Features Intersected: PIKES RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.699, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 60.8 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
Structure Number: 18584, Location: 0.9 MILE WEST OF TR 829 (Lat: 40.447644, Lng: -77.959547), Route carried "on" structure: US 22, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,552 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,033 (year 2032), Features Intersected: PIKES RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.699, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 60.8 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
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Structure Number: 18586, Location: 0.4 MILE EAST OF TR 829 (Lat: 40.440719, Lng: -77.937367), Route carried "on" structure: US 22, Year Built: 1940, Year Reconstructed: 2006, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 11,715 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,040 (year 2032), Features Intersected: SUGAR GROVE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.147, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $188,000, Total Project Cost: $420,000
Structure Number: 18586, Location: 0.4 MILE EAST OF TR 829 (Lat: 40.440719, Lng: -77.937367), Route carried "on" structure: US 22, Year Built: 1940, Year Reconstructed: 2006, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 11,715 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,040 (year 2032), Features Intersected: SUGAR GROVE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.147, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $188,000, Total Project Cost: $420,000
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Structure Number: 18587, Location: 361 FEET WEST OF TR 655N (Lat: 40.437714, Lng: -77.932667), Route carried "on" structure: US 22, Year Built: 1940, Year Reconstructed: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 11,715 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,040 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.822, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $264,000, Total Project Cost: $971,000
Structure Number: 18587, Location: 361 FEET WEST OF TR 655N (Lat: 40.437714, Lng: -77.932667), Route carried "on" structure: US 22, Year Built: 1940, Year Reconstructed: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 11,715 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,040 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.822, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $264,000, Total Project Cost: $971,000
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Structure Number: 18589, Location: 0.1 MILE EAST OF TR 655S (Lat: 40.415997, Lng: -77.931297), Route carried "on" structure: US 22, Year Built: 1972, Year Reconstructed: 2007, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 8,132 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,086 (year 2032), Design Load: HS 20, Features Intersected: US SILICA QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.628, Lanes on structure: 3, Base Highway Network: Yes, Owner: Private, Approaching Roadway Width: 16.1m (52.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $482,000, Total Project Cost: $2,209,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18589, Location: 0.1 MILE EAST OF TR 655S (Lat: 40.415997, Lng: -77.931297), Route carried "on" structure: US 22, Year Built: 1972, Year Reconstructed: 2007, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 8,132 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,086 (year 2032), Design Load: HS 20, Features Intersected: US SILICA QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.628, Lanes on structure: 3, Base Highway Network: Yes, Owner: Private, Approaching Roadway Width: 16.1m (52.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $482,000, Total Project Cost: $2,209,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18728, Location: 0.2 MILE SOUTH OF TR 22 (Lat: 40.439681, Lng: -77.944789), Route carried "on" structure: State highway 829, Year Built: 1992, Status: Open, Structure Length: 14.33m (47.01ft), Average Daily Traffic: 1,315 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 2,258 (year 2032), Design Load: HS 25 or greater, Features Intersected: JUNIATA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.958, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18728, Location: 0.2 MILE SOUTH OF TR 22 (Lat: 40.439681, Lng: -77.944789), Route carried "on" structure: State highway 829, Year Built: 1992, Status: Open, Structure Length: 14.33m (47.01ft), Average Daily Traffic: 1,315 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 2,258 (year 2032), Design Load: HS 25 or greater, Features Intersected: JUNIATA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.958, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18765, Location: 159 FEET NORTH OF TR 655 (Lat: 40.454083, Lng: -77.915872), Route carried "on" structure: State highway , Year Built: 1941, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 131 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 164 (year 2032), Design Load: HS 20, Features Intersected: SADDLERS RUN, Facility Carried by Structure: T504 MILL CRK HOLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $264,000, Total Project Cost: $813,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18765, Location: 159 FEET NORTH OF TR 655 (Lat: 40.454083, Lng: -77.915872), Route carried "on" structure: State highway , Year Built: 1941, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 131 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 164 (year 2032), Design Load: HS 20, Features Intersected: SADDLERS RUN, Facility Carried by Structure: T504 MILL CRK HOLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $264,000, Total Project Cost: $813,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18766, Location: 1.6 MILE NORTH OF PA 655 (Lat: 40.474908, Lng: -77.906244), Route carried "on" structure: State highway , Year Built: 1938, Year Reconstructed: 2010, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 131 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 164 (year 2032), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: T504 MILL CRK HOLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $264,000, Total Project Cost: $700,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18766, Location: 1.6 MILE NORTH OF PA 655 (Lat: 40.474908, Lng: -77.906244), Route carried "on" structure: State highway , Year Built: 1938, Year Reconstructed: 2010, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 131 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 164 (year 2032), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: T504 MILL CRK HOLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $264,000, Total Project Cost: $700,000, 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: 18768, Location: 2.6 MILE NORTH OF TR 655 (Lat: 40.486689, Lng: -77.896136), Route carried "on" structure: State highway , Year Built: 1937, Year Reconstructed: 2010, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 131 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 164 (year 2032), Features Intersected: MILL CREEK, Facility Carried by Structure: T504 MILL CRK HOLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $264,000, Total Project Cost: $845,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18768, Location: 2.6 MILE NORTH OF TR 655 (Lat: 40.486689, Lng: -77.896136), Route carried "on" structure: State highway , Year Built: 1937, Year Reconstructed: 2010, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 131 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 164 (year 2032), Features Intersected: MILL CREEK, Facility Carried by Structure: T504 MILL CRK HOLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $264,000, Total Project Cost: $845,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18917, Location: MILL CREEK,OLD RTE 22 (Lat: 40.440131, Lng: -77.937533), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 316 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 395 (year 2040), Features Intersected: SUGAR GROVE RUN, Facility Carried by Structure: T444, Main Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $264,000, Total Project Cost: $646,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18917, Location: MILL CREEK,OLD RTE 22 (Lat: 40.440131, Lng: -77.937533), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 316 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 395 (year 2040), Features Intersected: SUGAR GROVE RUN, Facility Carried by Structure: T444, Main Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $264,000, Total Project Cost: $646,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18918, Location: 2 MI.N.OF MILL CREEK (Lat: 40.467981, Lng: -77.939675), Route carried "on" structure: City street , Year Built: 1972, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12 (year 2021), Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: SUGAR GROVE RUN, Facility Carried by Structure: T570,PENN WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $196,000, Total Project Cost: $469,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18918, Location: 2 MI.N.OF MILL CREEK (Lat: 40.467981, Lng: -77.939675), Route carried "on" structure: City street , Year Built: 1972, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12 (year 2021), Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: SUGAR GROVE RUN, Facility Carried by Structure: T570,PENN WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $196,000, Total Project Cost: $469,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18955, Location: MILL CREEK BORO. (Lat: 40.437606, Lng: -77.933444), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1993, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 284 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 354 (year 2041), Design Load: H 10, Features Intersected: MILL CREEK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 54.4 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $264,000, Total Project Cost: $771,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18955, Location: MILL CREEK BORO. (Lat: 40.437606, Lng: -77.933444), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1993, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 284 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 354 (year 2041), Design Load: H 10, Features Intersected: MILL CREEK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 54.4 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $264,000, Total Project Cost: $771,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53385, Location: FOUSETOWN (Lat: 40.450783, Lng: -77.903375), Route carried "on" structure: State highway 655, Year Built: 2017, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,862 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,409 (year 2037), Design Load: HL 93, Features Intersected: SADDLERS CREEK, Facility Carried by Structure: Big Valley Pike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.649, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53385, Location: FOUSETOWN (Lat: 40.450783, Lng: -77.903375), Route carried "on" structure: State highway 655, Year Built: 2017, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,862 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,409 (year 2037), Design Load: HL 93, Features Intersected: SADDLERS CREEK, Facility Carried by Structure: Big Valley Pike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.649, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing