Bridge Statistics for Nazareth, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 75ft / 22.9mTotal length
- $1,019,000Total costs
- 122,469Total average daily traffic
- 9,555Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Nazareth
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11960-1969
- 71970-1979
- 31980-1989
- 11990-1999
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 42.9%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Good
- 71.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 42.9%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 11.1%Satisfactory
- 33.3%Fair
- 44.4%Poor
- Bridge Condition - Culverts
- 20.0%Excellent
- 20.0%Very good
- 60.0%Good
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Structure Number: 28497, Location: PA 248 INTERCHANGE (Lat: 40.717164, Lng: -75.288256), Route carried "on" structure: State highway 33, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 37,769 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 36,713 (year 2032), Design Load: HS 20, Features Intersected: PA 248(LR 175)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.138, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $70,000, Total Project Cost: $321,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 28497, Location: PA 248 INTERCHANGE (Lat: 40.717164, Lng: -75.288256), Route carried "on" structure: State highway 33, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 37,769 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 36,713 (year 2032), Design Load: HS 20, Features Intersected: PA 248(LR 175)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.138, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $70,000, Total Project Cost: $321,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 28498, Location: PA 248 EXIT (Lat: 40.717364, Lng: -75.288639), Route carried "on" structure: State highway 33, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 28,699 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 22,252 (year 2032), Design Load: HS 20, Features Intersected: PA 248 (LR 175)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.107, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $99,000, Total Project Cost: $454,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 28498, Location: PA 248 EXIT (Lat: 40.717364, Lng: -75.288639), Route carried "on" structure: State highway 33, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 28,699 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 22,252 (year 2032), Design Load: HS 20, Features Intersected: PA 248 (LR 175)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.107, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $99,000, Total Project Cost: $454,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 28584, Location: NEAR JCT.PA946 (Lat: 40.734217, Lng: -75.343325), Route carried "on" structure: State highway 248, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,919 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,868 (year 2032), Design Load: HS 20, Features Intersected: BR. MONOCACY CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.309, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 57.2 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: Better than 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28584, Location: NEAR JCT.PA946 (Lat: 40.734217, Lng: -75.343325), Route carried "on" structure: State highway 248, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,919 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,868 (year 2032), Design Load: HS 20, Features Intersected: BR. MONOCACY CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.309, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 57.2 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: Better than 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28648, Location: 2 M. N.OF PA 191 INTERS. (Lat: 40.729381, Lng: -75.340939), Route carried "on" structure: State highway 946, Year Built: 1977, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5,797 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 5,433 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.367, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28648, Location: 2 M. N.OF PA 191 INTERS. (Lat: 40.729381, Lng: -75.340939), Route carried "on" structure: State highway 946, Year Built: 1977, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5,797 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 5,433 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.367, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28777, Location: 1 MI.W.OF NAZARETH (Lat: 40.741558, Lng: -75.346233), Route carried "on" structure: State highway , Year Built: 1924, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,469 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 2,860 (year 2032), Features Intersected: TRIB.TO MONOCACY CREEK, Facility Carried by Structure: SR 4004 (LR 48082)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $154,000, Total Project Cost: $244,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28777, Location: 1 MI.W.OF NAZARETH (Lat: 40.741558, Lng: -75.346233), Route carried "on" structure: State highway , Year Built: 1924, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,469 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 2,860 (year 2032), Features Intersected: TRIB.TO MONOCACY CREEK, Facility Carried by Structure: SR 4004 (LR 48082)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $154,000, Total Project Cost: $244,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28811, Location: 1 MILE N OF SR 4012 (Lat: 40.779894, Lng: -75.342394), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 75 (year 2030), Design Load: H 15, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: HAHN 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 28811, Location: 1 MILE N OF SR 4012 (Lat: 40.779894, Lng: -75.342394), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 75 (year 2030), Design Load: H 15, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: HAHN 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 28888, Location: EAST OF BATH (Lat: 40.723711, Lng: -75.342822), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 101 (year 2030), Design Load: HS 20+Mod, Features Intersected: BRANCH OF MONOCACY CREEK, Facility Carried by Structure: BLOSSOM HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 28888, Location: EAST OF BATH (Lat: 40.723711, Lng: -75.342822), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 101 (year 2030), Design Load: HS 20+Mod, Features Intersected: BRANCH OF MONOCACY CREEK, Facility Carried by Structure: BLOSSOM HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2889, Location: PA 248 / 946 INTERSECTION (Lat: 40.732203, Lng: -75.342442), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 175 (year 2030), Design Load: HS 20, Features Intersected: BRANCH OF MONOCACY CREEK, Facility Carried by Structure: CHRISTIAN SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2889, Location: PA 248 / 946 INTERSECTION (Lat: 40.732203, Lng: -75.342442), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 175 (year 2030), Design Load: HS 20, Features Intersected: BRANCH OF MONOCACY CREEK, Facility Carried by Structure: CHRISTIAN SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47418, Location: NAZARETH (Lat: 40.743792, Lng: -75.301400), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2022), Design Load: HS 25 or greater, Features Intersected: SCHOENECK CREEK, Facility Carried by Structure: EAST CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 92.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 47418, Location: NAZARETH (Lat: 40.743792, Lng: -75.301400), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2022), Design Load: HS 25 or greater, Features Intersected: SCHOENECK CREEK, Facility Carried by Structure: EAST CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 92.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: 48754, Location: NAZARETH BORO S.BROAD ST (Lat: 40.734189, Lng: -75.309547), Route carried "on" structure: State highway 191, Year Built: 2014, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,136 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 23,061 (year 2032), Design Load: HL 93, Features Intersected: CONVEYOR BELT (CONRAIL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.803, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Culverts: Very good, Operating Rating: 55.1 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018
Structure Number: 48754, Location: NAZARETH BORO S.BROAD ST (Lat: 40.734189, Lng: -75.309547), Route carried "on" structure: State highway 191, Year Built: 2014, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,136 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 23,061 (year 2032), Design Load: HL 93, Features Intersected: CONVEYOR BELT (CONRAIL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.803, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Culverts: Very good, Operating Rating: 55.1 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018
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Structure Number: 55983, Location: AT SR 946 (Lat: 40.742778, Lng: -75.346667), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2030), Design Load: HL 93, Features Intersected: Monocacy Creek, Facility Carried by Structure: Knauss Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 45.4 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: 35.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 55983, Location: AT SR 946 (Lat: 40.742778, Lng: -75.346667), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2030), Design Load: HL 93, Features Intersected: Monocacy Creek, Facility Carried by Structure: Knauss Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 45.4 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: 35.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 67599, Location: East of Moorestown (Lat: 40.775356, Lng: -75.339694), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 150 (year 1980), Average Future Daily Traffic: 380 (year 2030), Design Load: HL 93, Features Intersected: Bushkill Creek, Facility Carried by Structure: Clearfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: 67599, Location: East of Moorestown (Lat: 40.775356, Lng: -75.339694), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 150 (year 1980), Average Future Daily Traffic: 380 (year 2030), Design Load: HL 93, Features Intersected: Bushkill Creek, Facility Carried by Structure: Clearfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: 28497, Location: PA 248 INTERCHANGE (Lat: 40.717164, Lng: -75.288256), Route carried "under" structure: State highway 248, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,730 (year 2021), Truck Traffic: 2%, Features Intersected: PA 248(LR 175), Facility Carried by Structure: PA 33NB(LR 1098)
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 30.251, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 28497, Location: PA 248 INTERCHANGE (Lat: 40.717164, Lng: -75.288256), Route carried "under" structure: State highway 248, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,730 (year 2021), Truck Traffic: 2%, Features Intersected: PA 248(LR 175), Facility Carried by Structure: PA 33NB(LR 1098)
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 30.251, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
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Structure Number: 28497, Location: PA 248 INTERCHANGE (Lat: 40.717164, Lng: -75.288256), Route carried "under" structure: State highway 248, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,730 (year 2021), Truck Traffic: 2%, Features Intersected: PA 248(LR 175), Facility Carried by Structure: PA 33NB(LR 1098)
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 30.251, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 28497, Location: PA 248 INTERCHANGE (Lat: 40.717164, Lng: -75.288256), Route carried "under" structure: State highway 248, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,730 (year 2021), Truck Traffic: 2%, Features Intersected: PA 248(LR 175), Facility Carried by Structure: PA 33NB(LR 1098)
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 30.251, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
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Structure Number: 28498, Location: PA 248 EXIT (Lat: 40.717364, Lng: -75.288639), Route carried "under" structure: State highway 248, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,730 (year 2021), Truck Traffic: 2%, Features Intersected: PA 248 (LR 175), Facility Carried by Structure: PA 33 SB(LR 1098)
Minimum Vertical Clearance: 4.46m (14.63ft), Kilometerpoint: 30.251, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 28498, Location: PA 248 EXIT (Lat: 40.717364, Lng: -75.288639), Route carried "under" structure: State highway 248, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,730 (year 2021), Truck Traffic: 2%, Features Intersected: PA 248 (LR 175), Facility Carried by Structure: PA 33 SB(LR 1098)
Minimum Vertical Clearance: 4.46m (14.63ft), Kilometerpoint: 30.251, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
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Structure Number: 28498, Location: PA 248 EXIT (Lat: 40.717364, Lng: -75.288639), Route carried "under" structure: State highway 248, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,730 (year 2021), Truck Traffic: 2%, Features Intersected: PA 248 (LR 175), Facility Carried by Structure: PA 33 SB(LR 1098)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 30.251, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 28498, Location: PA 248 EXIT (Lat: 40.717364, Lng: -75.288639), Route carried "under" structure: State highway 248, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,730 (year 2021), Truck Traffic: 2%, Features Intersected: PA 248 (LR 175), Facility Carried by Structure: PA 33 SB(LR 1098)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 30.251, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)