Bridge Statistics for Jefferson, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 92ft / 27.7mTotal length
- $3,203,000Total costs
- 16,199Total average daily traffic
- 1,698Total average daily truck traffic
- 22,009Total future (year 2016) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Jefferson
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31950-1959
- 11960-1969
- 11980-1989
- 31990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 8.3%Excellent
- 50.0%Good
- 16.7%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 8.3%Excellent
- 25.0%Very good
- 16.7%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 8.3%Excellent
- 16.7%Very good
- 33.3%Good
- 8.3%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 30.8%Very good
- 7.7%Good
- 15.4%Satisfactory
- 30.8%Fair
- 15.4%Poor
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Structure Number: 37532, Location: LAKE MARBURG (Lat: 39.781917, Lng: -76.887558), Route carried "on" structure: State highway 216, Year Built: 1967, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 7,534 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 9,250 (year 2032), Design Load: HS 20, Features Intersected: LAKE MARBURG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.940, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $210,000, Total Project Cost: $962,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 37532, Location: LAKE MARBURG (Lat: 39.781917, Lng: -76.887558), Route carried "on" structure: State highway 216, Year Built: 1967, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 7,534 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 9,250 (year 2032), Design Load: HS 20, Features Intersected: LAKE MARBURG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.940, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $210,000, Total Project Cost: $962,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 37857, Location: 3 MI.W. OF BRODBECKS (Lat: 39.763597, Lng: -76.875714), Route carried "on" structure: State highway , Year Built: 1929, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 96 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 347 (year 2032), Features Intersected: LONG RUN, Facility Carried by Structure: SR 3035, allison
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $222,000, Total Project Cost: $588,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37857, Location: 3 MI.W. OF BRODBECKS (Lat: 39.763597, Lng: -76.875714), Route carried "on" structure: State highway , Year Built: 1929, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 96 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 347 (year 2032), Features Intersected: LONG RUN, Facility Carried by Structure: SR 3035, allison
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $222,000, Total Project Cost: $588,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37884, Location: 2 MILE WEST OF JEFFERSON (Lat: 39.821017, Lng: -76.874894), Route carried "on" structure: State highway , Year Built: 1950, Status: Posted for load-capacity, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 679 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 782 (year 2032), Design Load: HS 20, Features Intersected: NORTH BR CODORUS CREEK, Facility Carried by Structure: SR 3047
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.420, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $243,000, Total Project Cost: $1,116,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37884, Location: 2 MILE WEST OF JEFFERSON (Lat: 39.821017, Lng: -76.874894), Route carried "on" structure: State highway , Year Built: 1950, Status: Posted for load-capacity, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 679 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 782 (year 2032), Design Load: HS 20, Features Intersected: NORTH BR CODORUS CREEK, Facility Carried by Structure: SR 3047
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.420, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $243,000, Total Project Cost: $1,116,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37934, Location: PORTERS SIDELING (Lat: 39.830244, Lng: -76.894064), Route carried "on" structure: State highway , Year Built: 1986, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 389 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 825 (year 2032), Design Load: HS 25 or greater, Features Intersected: WEST BR CODORUS CREEK, Facility Carried by Structure: PORTERS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.377, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 37934, Location: PORTERS SIDELING (Lat: 39.830244, Lng: -76.894064), Route carried "on" structure: State highway , Year Built: 1986, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 389 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 825 (year 2032), Design Load: HS 25 or greater, Features Intersected: WEST BR CODORUS CREEK, Facility Carried by Structure: PORTERS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.377, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 38077, Location: .8E CODORUS S P/E.BR.CDR (Lat: 39.800944, Lng: -76.862453), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 339 (year 2011), Average Future Daily Traffic: 420 (year 2016), Features Intersected: EAST BR CODORUS CREEK, Facility Carried by Structure: T370, PENTLAND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 38077, Location: .8E CODORUS S P/E.BR.CDR (Lat: 39.800944, Lng: -76.862453), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 339 (year 2011), Average Future Daily Traffic: 420 (year 2016), Features Intersected: EAST BR CODORUS CREEK, Facility Carried by Structure: T370, PENTLAND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $5,000, 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: 38078, Location: 2E CODORUS S P/CODORUSCR (Lat: 39.791122, Lng: -76.854997), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 323 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 340 (year 2020), Design Load: HS 25 or greater, Features Intersected: EAST BR CODORUS CREEK, Facility Carried by Structure: T370; PENTLAND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $70,000, Total Project Cost: $322,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 38078, Location: 2E CODORUS S P/CODORUSCR (Lat: 39.791122, Lng: -76.854997), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 323 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 340 (year 2020), Design Load: HS 25 or greater, Features Intersected: EAST BR CODORUS CREEK, Facility Carried by Structure: T370; PENTLAND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $70,000, Total Project Cost: $322,000, 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: 38079, Location: .8E CODORUS S P/CODOR.CK. (Lat: 39.799703, Lng: -76.861064), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2019), Design Load: HS 20, Features Intersected: CODORUS CREEK, Facility Carried by Structure: PENTLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38079, Location: .8E CODORUS S P/CODOR.CK. (Lat: 39.799703, Lng: -76.861064), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2019), Design Load: HS 20, Features Intersected: CODORUS CREEK, Facility Carried by Structure: PENTLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38082, Location: .2NE JEF'SN/BR CODORUS CK (Lat: 39.817397, Lng: -76.824600), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 420 (year 2039), Design Load: HS 20, Features Intersected: BRANCH CODORUS CREEK, Facility Carried by Structure: BUFFALO VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, 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: 6.3m (20.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $18,000, Total Project Cost: $81,000, Deck Structure Type: Open Grating
Structure Number: 38082, Location: .2NE JEF'SN/BR CODORUS CK (Lat: 39.817397, Lng: -76.824600), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 420 (year 2039), Design Load: HS 20, Features Intersected: BRANCH CODORUS CREEK, Facility Carried by Structure: BUFFALO VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, 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: 6.3m (20.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $18,000, Total Project Cost: $81,000, Deck Structure Type: Open Grating
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Structure Number: 38193, Location: N OF CODORUS/ N.CODORUS (Lat: 39.821319, Lng: -76.883533), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 86 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 179 (year 2039), Design Load: HS 20, Features Intersected: WEST BRANCH CODORUS CR., Facility Carried by Structure: T377 BROWN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $134,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 38193, Location: N OF CODORUS/ N.CODORUS (Lat: 39.821319, Lng: -76.883533), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 86 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 179 (year 2039), Design Load: HS 20, Features Intersected: WEST BRANCH CODORUS CR., Facility Carried by Structure: T377 BROWN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $134,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 44073, Location: 2 MILES WEST OF JEFFERSON (Lat: 39.804658, Lng: -76.866975), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,221 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 2,601 (year 2032), Design Load: HS 20, Features Intersected: CODORUS CREEK, Facility Carried by Structure: SINSHEIM ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 3.721, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 91.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44073, Location: 2 MILES WEST OF JEFFERSON (Lat: 39.804658, Lng: -76.866975), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,221 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 2,601 (year 2032), Design Load: HS 20, Features Intersected: CODORUS CREEK, Facility Carried by Structure: SINSHEIM ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 3.721, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 91.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45631, Location: Brodbecks (Lat: 39.773092, Lng: -76.832186), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 378 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 969 (year 2032), Design Load: HL 93, Features Intersected: T Codorus, Facility Carried by Structure: Smoketown Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45631, Location: Brodbecks (Lat: 39.773092, Lng: -76.832186), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 378 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 969 (year 2032), Design Load: HL 93, Features Intersected: T Codorus, Facility Carried by Structure: Smoketown Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53393, Location: 1 MI. W. OF JEFFERSON (Lat: 39.810517, Lng: -76.873192), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 88 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 129 (year 2037), Design Load: HL 93, Features Intersected: Codorus Creek, Facility Carried by Structure: Park Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 75.5 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: 58.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53393, Location: 1 MI. W. OF JEFFERSON (Lat: 39.810517, Lng: -76.873192), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 88 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 129 (year 2037), Design Load: HL 93, Features Intersected: Codorus Creek, Facility Carried by Structure: Park Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 75.5 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: 58.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 56115, Location: Brodbecks (Lat: 39.769828, Lng: -76.827278), Route carried "on" structure: State highway 216, Year Built: 2018, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,466 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 5,147 (year 2032), Design Load: HL 93, Features Intersected: E. Branch Codorus Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.673, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 6 degrees, 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: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: 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: 36.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56115, Location: Brodbecks (Lat: 39.769828, Lng: -76.827278), Route carried "on" structure: State highway 216, Year Built: 2018, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,466 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 5,147 (year 2032), Design Load: HL 93, Features Intersected: E. Branch Codorus Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.673, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 6 degrees, 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: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: 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: 36.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing