Bridge Statistics for Fayetteville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 89ft / 26.5mTotal length
- $1,999,000Total costs
- 51,977Total average daily traffic
- 3,349Total average daily truck traffic
- 66,453Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fayetteville
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 31940-1949
- 41950-1959
- 11960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 30.8%Very good
- 23.1%Good
- 15.4%Satisfactory
- 30.8%Fair
- Bridge Condition - Superstructure
- 7.1%Excellent
- 21.4%Very good
- 28.6%Good
- 7.1%Satisfactory
- 35.7%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 21.4%Good
- 28.6%Satisfactory
- 28.6%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 10.5%Very good
- 26.3%Good
- 47.4%Satisfactory
- 5.3%Fair
- 10.5%Poor
- Bridge Condition - Culverts
- 20.0%Good
- 20.0%Satisfactory
- 60.0%Fair
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Structure Number: 1733, Location: WEST FAYETTEVILLE (Lat: 39.915397, Lng: -77.576714), Route carried "on" structure: US 30, Year Built: 1949, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 13,890 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,556 (year 2032), Features Intersected: TRIB CONOCOCHEAGUE CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.904, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 1733, Location: WEST FAYETTEVILLE (Lat: 39.915397, Lng: -77.576714), Route carried "on" structure: US 30, Year Built: 1949, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 13,890 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,556 (year 2032), Features Intersected: TRIB CONOCOCHEAGUE CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.904, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 17333, Location: CALEDONIA (Lat: 39.906328, Lng: -77.478389), Route carried "on" structure: US 30, Year Built: 1948, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 14,144 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,126 (year 2032), Design Load: HS 20, Features Intersected: ROCKY MT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.804, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 72.6 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $71,000, Total Project Cost: $326,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 17333, Location: CALEDONIA (Lat: 39.906328, Lng: -77.478389), Route carried "on" structure: US 30, Year Built: 1948, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 14,144 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,126 (year 2032), Design Load: HS 20, Features Intersected: ROCKY MT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.804, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 72.6 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $71,000, Total Project Cost: $326,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 17403, Location: 2 MI S CALEDONIA (Lat: 39.877544, Lng: -77.491467), Route carried "on" structure: State highway 233, Year Built: 1950, Status: Closed, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,140 (year 2032), Design Load: H 10, Features Intersected: ROCKY MT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $100,000, Total Project Cost: $458,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17403, Location: 2 MI S CALEDONIA (Lat: 39.877544, Lng: -77.491467), Route carried "on" structure: State highway 233, Year Built: 1950, Status: Closed, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,140 (year 2032), Design Load: H 10, Features Intersected: ROCKY MT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $100,000, Total Project Cost: $458,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17404, Location: Caledonia (Lat: 39.884542, Lng: -77.487828), Route carried "on" structure: State highway 233, Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,140 (year 2032), Design Load: HS 20, Features Intersected: Racoon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17404, Location: Caledonia (Lat: 39.884542, Lng: -77.487828), Route carried "on" structure: State highway 233, Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,140 (year 2032), Design Load: HS 20, Features Intersected: Racoon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17405, Location: 1 MI S CALEDONIA (Lat: 39.893133, Lng: -77.484789), Route carried "on" structure: State highway 233, Year Built: 1950, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,140 (year 2032), Features Intersected: ROCKY MT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.593, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, 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: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17405, Location: 1 MI S CALEDONIA (Lat: 39.893133, Lng: -77.484789), Route carried "on" structure: State highway 233, Year Built: 1950, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,140 (year 2032), Features Intersected: ROCKY MT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.593, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, 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: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17406, Location: CALEDONIA (Lat: 39.905314, Lng: -77.478111), Route carried "on" structure: State highway 233, Year Built: 1948, Year Reconstructed: 2020, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,762 (year 2039), Design Load: HL 93, Features Intersected: ROCKY MT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.403, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $166,000, Total Project Cost: $764,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17406, Location: CALEDONIA (Lat: 39.905314, Lng: -77.478111), Route carried "on" structure: State highway 233, Year Built: 1948, Year Reconstructed: 2020, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,762 (year 2039), Design Load: HL 93, Features Intersected: ROCKY MT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.403, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $166,000, Total Project Cost: $764,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1746, Location: BLACKGAP (Lat: 39.910028, Lng: -77.518339), Route carried "on" structure: State highway 997, Year Built: 1969, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,834 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 9,125 (year 2032), Design Load: HS 20, Features Intersected: CONOCOCHEAGUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.656, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 90.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1746, Location: BLACKGAP (Lat: 39.910028, Lng: -77.518339), Route carried "on" structure: State highway 997, Year Built: 1969, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,834 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 9,125 (year 2032), Design Load: HS 20, Features Intersected: CONOCOCHEAGUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.656, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 90.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 17479, Location: .5 MI N OF FAYETTEVILLE (Lat: 39.918883, Lng: -77.556525), Route carried "on" structure: State highway , Year Built: 1931, Year Reconstructed: 1986, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,740 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,496 (year 2032), Design Load: HS 25 or greater, Features Intersected: Conococheague Creek, Facility Carried by Structure: SR1001;Mt.Pleasant
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17479, Location: .5 MI N OF FAYETTEVILLE (Lat: 39.918883, Lng: -77.556525), Route carried "on" structure: State highway , Year Built: 1931, Year Reconstructed: 1986, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,740 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,496 (year 2032), Design Load: HS 25 or greater, Features Intersected: Conococheague Creek, Facility Carried by Structure: SR1001;Mt.Pleasant
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 1748, Location: .75 MI N FAYETTEVILLE (Lat: 39.922406, Lng: -77.555833), Route carried "on" structure: State highway , Year Built: 1955, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,740 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,496 (year 2032), Design Load: HS 20, Features Intersected: COLD SPRING RUN, Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.797, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1748, Location: .75 MI N FAYETTEVILLE (Lat: 39.922406, Lng: -77.555833), Route carried "on" structure: State highway , Year Built: 1955, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,740 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,496 (year 2032), Design Load: HS 20, Features Intersected: COLD SPRING RUN, Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.797, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17529, Location: 2 MI.S. OF FAYETTEVILLE (Lat: 39.892286, Lng: -77.560953), Route carried "on" structure: State highway , Year Built: 1926, Year Reconstructed: 2010, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,195 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 5,510 (year 2032), Design Load: HL 93, Features Intersected: Trib Conococheague Creek, Facility Carried by Structure: SR 2031;Mont Alto
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.969, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.2 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: 40.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $63,000, Total Project Cost: $287,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17529, Location: 2 MI.S. OF FAYETTEVILLE (Lat: 39.892286, Lng: -77.560953), Route carried "on" structure: State highway , Year Built: 1926, Year Reconstructed: 2010, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,195 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 5,510 (year 2032), Design Load: HL 93, Features Intersected: Trib Conococheague Creek, Facility Carried by Structure: SR 2031;Mont Alto
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.969, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.2 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: 40.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $63,000, Total Project Cost: $287,000, 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: 17645, Location: 0.4 MI NORTH OF SR 1008 (Lat: 39.913564, Lng: -77.549872), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 500 (year 2009), Average Future Daily Traffic: 640 (year 2029), Design Load: HS 20, Features Intersected: CONOCOCHEAGUE CREEK, Facility Carried by Structure: COLD SPRING 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), 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: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 84.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), 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
Structure Number: 17645, Location: 0.4 MI NORTH OF SR 1008 (Lat: 39.913564, Lng: -77.549872), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 500 (year 2009), Average Future Daily Traffic: 640 (year 2029), Design Load: HS 20, Features Intersected: CONOCOCHEAGUE CREEK, Facility Carried by Structure: COLD SPRING 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), 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: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 84.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), 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
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Structure Number: 17649, Location: 0.8 MI NORTH OF SR 1008 (Lat: 39.930200, Lng: -77.575842), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 250 (year 2009), Average Future Daily Traffic: 350 (year 2029), Design Load: HS 20, Features Intersected: CONOCOCHEAGUE CREEK, Facility Carried by Structure: WOODSTOCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.40m (11.15ft), 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: 17649, Location: 0.8 MI NORTH OF SR 1008 (Lat: 39.930200, Lng: -77.575842), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 250 (year 2009), Average Future Daily Traffic: 350 (year 2029), Design Load: HS 20, Features Intersected: CONOCOCHEAGUE CREEK, Facility Carried by Structure: WOODSTOCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.40m (11.15ft), 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: 45367, Location: CALEDONIA STATE PARK (Lat: 39.909750, Lng: -77.478444), Route carried "on" structure: State lands road , Year Built: 2008, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 375 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 450 (year 2033), Design Load: HS 25 or greater, Features Intersected: CONOCOCHEAGUE CREEK, Facility Carried by Structure: MAIN ENTRANCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 68.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 45367, Location: CALEDONIA STATE PARK (Lat: 39.909750, Lng: -77.478444), Route carried "on" structure: State lands road , Year Built: 2008, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 375 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 450 (year 2033), Design Load: HS 25 or greater, Features Intersected: CONOCOCHEAGUE CREEK, Facility Carried by Structure: MAIN ENTRANCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 68.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 48748, Location: Fayetteville, 1.4 S. SR30 (Lat: 39.904217, Lng: -77.567731), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,268 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 1,550 (year 2032), Design Load: HS 20, Features Intersected: Trib. Conococheague Ck., Facility Carried by Structure: Wilkson Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 48748, Location: Fayetteville, 1.4 S. SR30 (Lat: 39.904217, Lng: -77.567731), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,268 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 1,550 (year 2032), Design Load: HS 20, Features Intersected: Trib. Conococheague Ck., Facility Carried by Structure: Wilkson Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: August 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53546, Location: 1.0 MI N of Fayetteville (Lat: 39.921700, Lng: -77.549000), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 401 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2036), Design Load: HL 93, Features Intersected: Cold Spring Run, Facility Carried by Structure: T-523 Brookens Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53546, Location: 1.0 MI N of Fayetteville (Lat: 39.921700, Lng: -77.549000), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 401 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2036), Design Load: HL 93, Features Intersected: Cold Spring Run, Facility Carried by Structure: T-523 Brookens Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53701, Location: 0.3 MI EAST OF SR 233 (Lat: 39.882597, Lng: -77.483597), Route carried "on" structure: State lands road , Year Built: 2016, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 12 (year 2036), Design Load: HL 93, Features Intersected: RACCOON CREEK, Facility Carried by Structure: DISTRICT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.8 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: 57.7 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53701, Location: 0.3 MI EAST OF SR 233 (Lat: 39.882597, Lng: -77.483597), Route carried "on" structure: State lands road , Year Built: 2016, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 12 (year 2036), Design Load: HL 93, Features Intersected: RACCOON CREEK, Facility Carried by Structure: DISTRICT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.8 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: 57.7 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: 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: 53813, Location: AT CALEDONIA STATE PARK (Lat: 39.905969, Lng: -77.477967), Route carried "on" structure: State highway 233, Year Built: 2018, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,140 (year 2032), Design Load: HL 93, Features Intersected: CARBAUGH RUN, Facility Carried by Structure: Rocky Mountain Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.403, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.5 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 53813, Location: AT CALEDONIA STATE PARK (Lat: 39.905969, Lng: -77.477967), Route carried "on" structure: State highway 233, Year Built: 2018, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,140 (year 2032), Design Load: HL 93, Features Intersected: CARBAUGH RUN, Facility Carried by Structure: Rocky Mountain Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.403, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.5 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 57544, Location: 0.3 MI E. OF MT CYDONIA R (Lat: 39.896097, Lng: -77.508842), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 120 (year 2040), Features Intersected: STUMP RUN, Facility Carried by Structure: PINE MOUNTAIN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 57544, Location: 0.3 MI E. OF MT CYDONIA R (Lat: 39.896097, Lng: -77.508842), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 120 (year 2040), Features Intersected: STUMP RUN, Facility Carried by Structure: PINE MOUNTAIN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 57545, Location: FRANKLIN CO BRIDGE #18 (Lat: 39.911483, Lng: -77.571431), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 2020), Average Future Daily Traffic: 1,200 (year 2040), Features Intersected: TRIBUTARY TO CONOCOCHEAG, Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 57545, Location: FRANKLIN CO BRIDGE #18 (Lat: 39.911483, Lng: -77.571431), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 2020), Average Future Daily Traffic: 1,200 (year 2040), Features Intersected: TRIBUTARY TO CONOCOCHEAG, Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020