Bridge Statistics for Millersville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 154ft / 47.3mTotal length
- $848,000Total costs
- 61,779Total average daily traffic
- 3,143Total average daily truck traffic
- 97,603Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Millersville
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 21950-1959
- 21960-1969
- 11980-1989
- 11990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 45.5%Very good
- 18.2%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 18.2%Excellent
- 36.4%Very good
- 9.1%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 27.3%Good
- 36.4%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 16.7%Good
- 58.3%Satisfactory
- 16.7%Fair
- 8.3%Poor
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Structure Number: 21306, Location: 0.5 mi.N. of Millersville (Lat: 40.020831, Lng: -76.358358), Route carried "on" structure: State highway 741, Year Built: 1967, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 15,240 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 30,456 (year 2032), Design Load: HS 20, Features Intersected: Little Conestoga Creek, Facility Carried by Structure: Millersville Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 21306, Location: 0.5 mi.N. of Millersville (Lat: 40.020831, Lng: -76.358358), Route carried "on" structure: State highway 741, Year Built: 1967, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 15,240 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 30,456 (year 2032), Design Load: HS 20, Features Intersected: Little Conestoga Creek, Facility Carried by Structure: Millersville Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 21307, Location: 1.25 MI.N.W. NEW DANVILLE (Lat: 40.000836, Lng: -76.327992), Route carried "on" structure: State highway 741, Year Built: 1957, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 13,776 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 19,525 (year 2040), Design Load: HS 20, Features Intersected: Conestoga River, Facility Carried by Structure: Millersville Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.401, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $185,000, Total Project Cost: $848,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 21307, Location: 1.25 MI.N.W. NEW DANVILLE (Lat: 40.000836, Lng: -76.327992), Route carried "on" structure: State highway 741, Year Built: 1957, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 13,776 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 19,525 (year 2040), Design Load: HS 20, Features Intersected: Conestoga River, Facility Carried by Structure: Millersville Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.401, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $185,000, Total Project Cost: $848,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 21367, Location: WEST OF MILLERSVILLE (Lat: 40.006167, Lng: -76.374111), Route carried "on" structure: State highway 999, Year Built: 1963, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 5,591 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,701 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CONESTOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.427, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21367, Location: WEST OF MILLERSVILLE (Lat: 40.006167, Lng: -76.374111), Route carried "on" structure: State highway 999, Year Built: 1963, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 5,591 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,701 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CONESTOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.427, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21636, Location: 0.25 MI.S. OF LETORT (Lat: 39.966381, Lng: -76.400469), Route carried "on" structure: State highway , Year Built: 1920, Year Reconstructed: 1986, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 654 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 655 (year 2032), Design Load: HS 25 or greater, Features Intersected: INDIAN RUN, Facility Carried by Structure: SR 3017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.317, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 6.7m (22.0ft), 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: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21636, Location: 0.25 MI.S. OF LETORT (Lat: 39.966381, Lng: -76.400469), Route carried "on" structure: State highway , Year Built: 1920, Year Reconstructed: 1986, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 654 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 655 (year 2032), Design Load: HS 25 or greater, Features Intersected: INDIAN RUN, Facility Carried by Structure: SR 3017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.317, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 6.7m (22.0ft), 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: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 21649, Location: 2 MILE SOUTH MILLERSVILLE (Lat: 39.971125, Lng: -76.374894), Route carried "on" structure: State highway , Year Built: 1947, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 716 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 926 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: SR 3027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 21649, Location: 2 MILE SOUTH MILLERSVILLE (Lat: 39.971125, Lng: -76.374894), Route carried "on" structure: State highway , Year Built: 1947, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 716 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 926 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: SR 3027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 21661, Location: 0.5 mi. N. of Letort (Lat: 39.980097, Lng: -76.403150), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,685 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,794 (year 2032), Design Load: HS 25 or greater, Features Intersected: Trib Ltl Conestoga Creek, Facility Carried by Structure: Letort Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21661, Location: 0.5 mi. N. of Letort (Lat: 39.980097, Lng: -76.403150), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,685 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,794 (year 2032), Design Load: HS 25 or greater, Features Intersected: Trib Ltl Conestoga Creek, Facility Carried by Structure: Letort Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 21663, Location: SLACKWATER (Lat: 39.983806, Lng: -76.357006), Route carried "on" structure: State highway , Year Built: 1958, Year Reconstructed: 2010, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 5,083 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,191 (year 2032), Design Load: HS 20, Features Intersected: Conestoga River, Facility Carried by Structure: 3032 Slackwater Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.4m (149.0ft), 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: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.30m (40.35ft), 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: 21663, Location: SLACKWATER (Lat: 39.983806, Lng: -76.357006), Route carried "on" structure: State highway , Year Built: 1958, Year Reconstructed: 2010, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 5,083 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,191 (year 2032), Design Load: HS 20, Features Intersected: Conestoga River, Facility Carried by Structure: 3032 Slackwater Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.4m (149.0ft), 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: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.30m (40.35ft), 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: 42703, Location: 1 MI SW OF SR 3027 (Lat: 39.983906, Lng: -76.377814), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 600 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2032), Design Load: HL 93, Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: OWL BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 22.3m (73.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42703, Location: 1 MI SW OF SR 3027 (Lat: 39.983906, Lng: -76.377814), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 600 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2032), Design Load: HL 93, Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: OWL BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 22.3m (73.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 42704, Location: 1/2 MILE SOUTH OF SR 462 (Lat: 40.031567, Lng: -76.342547), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 6,300 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 8,440 (year 2032), Design Load: HL 93, Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: SCHOOLHOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.7 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: 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: 4.90m (16.08ft), 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: 42704, Location: 1/2 MILE SOUTH OF SR 462 (Lat: 40.031567, Lng: -76.342547), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 6,300 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 8,440 (year 2032), Design Load: HL 93, Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: SCHOOLHOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.7 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: 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: 4.90m (16.08ft), 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: 53892, Location: 0.5 MI NORTH OF LETORT (Lat: 39.984406, Lng: -76.405542), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,917 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,294 (year 2032), Design Load: HL 93, Features Intersected: W BR CONESTOGA CREEK, Facility Carried by Structure: CENTRAL MANOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.965, 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: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.7 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: 51.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53892, Location: 0.5 MI NORTH OF LETORT (Lat: 39.984406, Lng: -76.405542), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,917 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,294 (year 2032), Design Load: HL 93, Features Intersected: W BR CONESTOGA CREEK, Facility Carried by Structure: CENTRAL MANOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.965, 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: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.7 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: 51.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, 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: 53893, Location: 0.8 MI W OF MILLERSVILLE (Lat: 39.992478, Lng: -76.379669), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 2,217 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,821 (year 2032), Design Load: HL 93, Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: LETORT RD; SR 3032
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.642, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.7 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53893, Location: 0.8 MI W OF MILLERSVILLE (Lat: 39.992478, Lng: -76.379669), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 2,217 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,821 (year 2032), Design Load: HL 93, Features Intersected: LITTLE CONESTOGA CREEK, Facility Carried by Structure: LETORT RD; SR 3032
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.642, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.7 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 57572, Location: NEAR EMBASSY DR (Lat: 40.045197, Lng: -76.358239), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,000 (year 2040), Features Intersected: BRUBAKER RUN, Facility Carried by Structure: GOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57572, Location: NEAR EMBASSY DR (Lat: 40.045197, Lng: -76.358239), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,000 (year 2040), Features Intersected: BRUBAKER RUN, Facility Carried by Structure: GOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous