Bridge Statistics for East York, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 184ft / 56.2mTotal length
- $6,832,000Total costs
- 519,728Total average daily traffic
- 48,971Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for East York
- No street view available for this location
- New bridges - historical statistics
- 101950-1959
- 11960-1969
- 51970-1979
- 32010-2019
- 72020-2022
- Bridge Condition - Deck
- 29.4%Excellent
- 11.8%Very good
- 11.8%Good
- 11.8%Satisfactory
- 29.4%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 29.4%Excellent
- 11.8%Very good
- 5.9%Good
- 23.5%Satisfactory
- 17.6%Fair
- 11.8%Poor
- Bridge Condition - Substructure
- 23.5%Excellent
- 11.8%Very good
- 11.8%Good
- 17.6%Satisfactory
- 29.4%Fair
- 5.9%Poor
- Bridge Condition - Channel
- 13.3%Excellent
- 26.7%Very good
- 20.0%Good
- 26.7%Satisfactory
- 13.3%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 37347, Location: 0.2 MI S OF US 30 E.YORK (Lat: 39.983203, Lng: -76.664650), Route carried "on" structure: State highway 24, Year Built: 1971, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 28,726 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 30,102 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SO.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.570, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 37347, Location: 0.2 MI S OF US 30 E.YORK (Lat: 39.983203, Lng: -76.664650), Route carried "on" structure: State highway 24, Year Built: 1971, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 28,726 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 30,102 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SO.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.570, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 37372, Location: US 30 OVER LR 66045 (Lat: 39.983981, Lng: -76.684186), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 41,447 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 64,532 (year 2032), Design Load: HS 20, Features Intersected: SR 2005; MEMORY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.680, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 30 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: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 57.2 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $645,000, Total Project Cost: $2,957,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 37372, Location: US 30 OVER LR 66045 (Lat: 39.983981, Lng: -76.684186), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 41,447 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 64,532 (year 2032), Design Load: HS 20, Features Intersected: SR 2005; MEMORY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.680, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 30 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: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 57.2 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $645,000, Total Project Cost: $2,957,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 37436, Location: MARKET ST & I-83, EXIT-19 (Lat: 39.972956, Lng: -76.694003), Route carried "on" structure: Interstate 83, Year Built: 1959, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 70,986 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 70,386 (year 2035), Design Load: HS 20, Features Intersected: 462; Market
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.699, Lanes on structure: 5, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $224,000, Total Project Cost: $1,026,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 37436, Location: MARKET ST & I-83, EXIT-19 (Lat: 39.972956, Lng: -76.694003), Route carried "on" structure: Interstate 83, Year Built: 1959, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 70,986 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 70,386 (year 2035), Design Load: HS 20, Features Intersected: 462; Market
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.699, Lanes on structure: 5, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $224,000, Total Project Cost: $1,026,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 37438, Location: 0.3 MI N OF EXIT-19, I-83 (Lat: 39.977361, Lng: -76.696164), Route carried "on" structure: Interstate 83, Year Built: 1959, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 70,986 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 70,386 (year 2032), Design Load: HS 20, Features Intersected: Norfolk Southern RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.495, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $360,000, Total Project Cost: $1,650,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 37438, Location: 0.3 MI N OF EXIT-19, I-83 (Lat: 39.977361, Lng: -76.696164), Route carried "on" structure: Interstate 83, Year Built: 1959, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 70,986 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 70,386 (year 2032), Design Load: HS 20, Features Intersected: Norfolk Southern RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.495, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $360,000, Total Project Cost: $1,650,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 37592, Location: 0.01 MI W OF EXIT-19,I-83 (Lat: 39.972906, Lng: -76.694431), Route carried "on" structure: State highway 462, Year Built: 1959, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 36,024 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 38,350 (year 2032), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.108, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 3.30m (10.83ft), 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: $19,000, Roadway Improvement Cost: $57,000, Total Project Cost: $260,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37592, Location: 0.01 MI W OF EXIT-19,I-83 (Lat: 39.972906, Lng: -76.694431), Route carried "on" structure: State highway 462, Year Built: 1959, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 36,024 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 38,350 (year 2032), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.108, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 3.30m (10.83ft), 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: $19,000, Roadway Improvement Cost: $57,000, Total Project Cost: $260,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37696, Location: .4 MI SOUTH OF US30 (Lat: 39.978444, Lng: -76.681572), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,809 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 19,830 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF MILL CREEK, Facility Carried by Structure: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.284, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37696, Location: .4 MI SOUTH OF US30 (Lat: 39.978444, Lng: -76.681572), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,809 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 19,830 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF MILL CREEK, Facility Carried by Structure: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.284, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38224, Location: .2 E.BLCKBRN PRK 3 MI RUN (Lat: 39.977603, Lng: -76.688547), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 7,500 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 10,000 (year 2049), Design Load: HS 20, Features Intersected: THREE MILE RUN, Facility Carried by Structure: INDUSTRIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $61,000, Total Project Cost: $279,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38224, Location: .2 E.BLCKBRN PRK 3 MI RUN (Lat: 39.977603, Lng: -76.688547), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 7,500 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 10,000 (year 2049), Design Load: HS 20, Features Intersected: THREE MILE RUN, Facility Carried by Structure: INDUSTRIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $61,000, Total Project Cost: $279,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38296, Location: PA462 ON RAMP TO I-83 S. (Lat: 39.970328, Lng: -76.692669), Route carried "on" structure: Ramp State highway , Year Built: 1959, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,514 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,390 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 8013, RAMP T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 38296, Location: PA462 ON RAMP TO I-83 S. (Lat: 39.970328, Lng: -76.692669), Route carried "on" structure: Ramp State highway , Year Built: 1959, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,514 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,390 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 8013, RAMP T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 38297, Location: I-83 S-OFF RAMP TO PA462 (Lat: 39.972314, Lng: -76.693886), Route carried "on" structure: Ramp State highway , Year Built: 1959, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,765 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,052 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 8013, RAMP S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Equal to present minimum 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: September 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $216,000
Structure Number: 38297, Location: I-83 S-OFF RAMP TO PA462 (Lat: 39.972314, Lng: -76.693886), Route carried "on" structure: Ramp State highway , Year Built: 1959, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,765 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,052 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 8013, RAMP S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Equal to present minimum 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: September 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $216,000
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Structure Number: 38298, Location: PA462 & I83 INTER (Lat: 39.974008, Lng: -76.695161), Route carried "on" structure: Ramp State highway , Year Built: 1959, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 7,965 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 9,779 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 8013, RAMP M
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 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: Better than present minimum criteria, Waterway Adequacy: Superior 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: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 38298, Location: PA462 & I83 INTER (Lat: 39.974008, Lng: -76.695161), Route carried "on" structure: Ramp State highway , Year Built: 1959, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 7,965 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 9,779 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 8013, RAMP M
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 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: Better than present minimum criteria, Waterway Adequacy: Superior 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: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 38299, Location: I-83 N.-OFF RAMP-PA 462 (Lat: 39.976008, Lng: -76.695739), Route carried "on" structure: Ramp State highway , Year Built: 1959, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,279 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,877 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 8013, RAMP N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $97,000, Total Project Cost: $444,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 38299, Location: I-83 N.-OFF RAMP-PA 462 (Lat: 39.976008, Lng: -76.695739), Route carried "on" structure: Ramp State highway , Year Built: 1959, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,279 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,877 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 8013, RAMP N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $97,000, Total Project Cost: $444,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 42325, Location: 1000 FT E OF SR2005 (Lat: 39.979144, Lng: -76.678842), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 7,500 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,500 (year 2034), Features Intersected: THREE MILE RUN, Facility Carried by Structure: INDUSTRIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.0 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42325, Location: 1000 FT E OF SR2005 (Lat: 39.979144, Lng: -76.678842), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 7,500 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 8,500 (year 2034), Features Intersected: THREE MILE RUN, Facility Carried by Structure: INDUSTRIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.0 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5346, Location: 5 MI NW Red Lion (Lat: 39.944053, Lng: -76.662369), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,469 (year 2018), Average Future Daily Traffic: 6,673 (year 2038), Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: Chestnut Hill Road
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 47.6 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: 36.0 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5346, Location: 5 MI NW Red Lion (Lat: 39.944053, Lng: -76.662369), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,469 (year 2018), Average Future Daily Traffic: 6,673 (year 2038), Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: Chestnut Hill Road
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 47.6 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: 36.0 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54704, Location: .2 MI S OF SR 124 INTER (Lat: 39.954133, Lng: -76.684278), Route carried "on" structure: Ramp State highway , Year Built: 2017, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,724 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 7,900 (year 2036), Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: SR 8011 Ramp K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54704, Location: .2 MI S OF SR 124 INTER (Lat: 39.954133, Lng: -76.684278), Route carried "on" structure: Ramp State highway , Year Built: 2017, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,724 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 7,900 (year 2036), Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: SR 8011 Ramp K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54705, Location: 1.1 MI EAST OF YORK CITY (Lat: 39.958417, Lng: -76.686789), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 990 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: SR 3120 Access Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.0 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54705, Location: 1.1 MI EAST OF YORK CITY (Lat: 39.958417, Lng: -76.686789), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 990 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: SR 3120 Access Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.0 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 67516, Location: @ I-83 & SR 124 INT (Lat: 39.955972, Lng: -76.685722), Route carried "on" structure: Ramp State highway , Year Built: 2020, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 304 (year 2022), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: SR 8011 (Ramp N)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 58.6 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67516, Location: @ I-83 & SR 124 INT (Lat: 39.955972, Lng: -76.685722), Route carried "on" structure: Ramp State highway , Year Built: 2020, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 304 (year 2022), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: SR 8011 (Ramp N)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 58.6 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 6752, Location: @ I-83 & SR 124 INT (Lat: 39.958056, Lng: -76.686500), Route carried "on" structure: Ramp State highway , Year Built: 2020, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 304 (year 2022), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: SR 8011 (Ramp N)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 57.3 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6752, Location: @ I-83 & SR 124 INT (Lat: 39.958056, Lng: -76.686500), Route carried "on" structure: Ramp State highway , Year Built: 2020, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 304 (year 2022), Truck Traffic: 10%, Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: SR 8011 (Ramp N)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 57.3 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 67522, Location: 0.3 Mi. S. of PA-124 (Lat: 39.954122, Lng: -76.684611), Route carried "on" structure: Interstate 83, Year Built: 2020, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 68,587 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 88,060 (year 2035), Design Load: HL 93, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.275, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 35.2m (115.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.7 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67522, Location: 0.3 Mi. S. of PA-124 (Lat: 39.954122, Lng: -76.684611), Route carried "on" structure: Interstate 83, Year Built: 2020, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 68,587 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 88,060 (year 2035), Design Load: HL 93, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.275, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 35.2m (115.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.7 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 67528, Location: At I-83 Exit 18 (Lat: 39.958211, Lng: -76.684722), Route carried "on" structure: State highway 124, Year Built: 2020, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 17,740 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 27,175 (year 2032), Design Load: HL 93, Features Intersected: I-83 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.065, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 39.1m (128.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 53.5 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: 33.7 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67528, Location: At I-83 Exit 18 (Lat: 39.958211, Lng: -76.684722), Route carried "on" structure: State highway 124, Year Built: 2020, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 17,740 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 27,175 (year 2032), Design Load: HL 93, Features Intersected: I-83 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.065, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 39.1m (128.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 53.5 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: 33.7 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 67532, Location: 1.1 Mi. E. of York City (Lat: 39.958139, Lng: -76.686556), Route carried "on" structure: State highway 124, Year Built: 2020, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 13,520 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 22,746 (year 2032), Design Load: HL 93, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.7 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67532, Location: 1.1 Mi. E. of York City (Lat: 39.958139, Lng: -76.686556), Route carried "on" structure: State highway 124, Year Built: 2020, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 13,520 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 22,746 (year 2032), Design Load: HL 93, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.7 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 37372, Location: US 30 OVER LR 66045 (Lat: 39.983981, Lng: -76.684186), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 6,489 (year 2022), Truck Traffic: 5%, Features Intersected: SR 2005; MEMORY LANE, Facility Carried by Structure: US 30; SR 0030
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 7.786, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 37372, Location: US 30 OVER LR 66045 (Lat: 39.983981, Lng: -76.684186), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 6,489 (year 2022), Truck Traffic: 5%, Features Intersected: SR 2005; MEMORY LANE, Facility Carried by Structure: US 30; SR 0030
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 7.786, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: 37372, Location: US 30 OVER LR 66045 (Lat: 39.983981, Lng: -76.684186), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 6,489 (year 2022), Truck Traffic: 5%, Features Intersected: SR 2005; MEMORY LANE, Facility Carried by Structure: US 30; SR 0030
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 7.786, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 37372, Location: US 30 OVER LR 66045 (Lat: 39.983981, Lng: -76.684186), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 6,489 (year 2022), Truck Traffic: 5%, Features Intersected: SR 2005; MEMORY LANE, Facility Carried by Structure: US 30; SR 0030
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 7.786, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: 37436, Location: MARKET ST & I-83, EXIT-19 (Lat: 39.972956, Lng: -76.694003), Route carried "under" structure: State highway 462, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 15,232 (year 2020), Truck Traffic: 4%, Features Intersected: 462; Market, Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 5.108, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 37436, Location: MARKET ST & I-83, EXIT-19 (Lat: 39.972956, Lng: -76.694003), Route carried "under" structure: State highway 462, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 15,232 (year 2020), Truck Traffic: 4%, Features Intersected: 462; Market, Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 5.108, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 37436, Location: MARKET ST & I-83, EXIT-19 (Lat: 39.972956, Lng: -76.694003), Route carried "under" structure: State highway 462, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 20,792 (year 2020), Truck Traffic: 4%, Features Intersected: 462; Market, Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 5.108, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 37436, Location: MARKET ST & I-83, EXIT-19 (Lat: 39.972956, Lng: -76.694003), Route carried "under" structure: State highway 462, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 20,792 (year 2020), Truck Traffic: 4%, Features Intersected: 462; Market, Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 5.108, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 67528, Location: At I-83 Exit 18 (Lat: 39.958211, Lng: -76.684722), Route carried "under" structure: Interstate 83, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 34,592 (year 2022), Truck Traffic: 15%, Features Intersected: I-83 NB/SB, Facility Carried by Structure: PA-124;Mt Rose Ave
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 28.098, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 67528, Location: At I-83 Exit 18 (Lat: 39.958211, Lng: -76.684722), Route carried "under" structure: Interstate 83, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 34,592 (year 2022), Truck Traffic: 15%, Features Intersected: I-83 NB/SB, Facility Carried by Structure: PA-124;Mt Rose Ave
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 28.098, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 67528, Location: At I-83 Exit 18 (Lat: 39.958211, Lng: -76.684722), Route carried "under" structure: Interstate 83, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 33,995 (year 2022), Truck Traffic: 11%, Features Intersected: I-83 NB/SB, Facility Carried by Structure: PA-124;Mt Rose Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.114, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 67528, Location: At I-83 Exit 18 (Lat: 39.958211, Lng: -76.684722), Route carried "under" structure: Interstate 83, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 33,995 (year 2022), Truck Traffic: 11%, Features Intersected: I-83 NB/SB, Facility Carried by Structure: PA-124;Mt Rose Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.114, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)