Bridge Statistics for Denver, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 115ft / 35.4mTotal length
- $2,918,000Total costs
- 164,218Total average daily traffic
- 31,755Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Denver
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 81940-1949
- 31950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 18.8%Very good
- 37.5%Good
- 31.3%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Excellent
- 31.3%Very good
- 12.5%Good
- 12.5%Satisfactory
- 18.8%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 31.3%Very good
- 12.5%Good
- 43.8%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 27.3%Good
- 45.5%Satisfactory
- 18.2%Fair
- 9.1%Poor
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Structure Number: 2179, Location: PU02 PLUM CRK,U BR,NO 2 (Lat: 40.489922, Lng: -79.783328), Route carried "on" structure: County highway , Year Built: 1982, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,662 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 9,110 (year 2041), Design Load: HS 20, Features Intersected: PLUM CREEK UPPER BRANCH, Facility Carried by Structure: UNIVERSAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $35,000, Total Project Cost: $76,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2179, Location: PU02 PLUM CRK,U BR,NO 2 (Lat: 40.489922, Lng: -79.783328), Route carried "on" structure: County highway , Year Built: 1982, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,662 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 9,110 (year 2041), Design Load: HS 20, Features Intersected: PLUM CREEK UPPER BRANCH, Facility Carried by Structure: UNIVERSAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $35,000, Total Project Cost: $76,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 21438, Location: DENVER BORO (Lat: 40.232861, Lng: -76.133011), Route carried "on" structure: State highway , Year Built: 1972, Year Reconstructed: 2019, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,999 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 4,749 (year 2032), Design Load: HL 93, Features Intersected: LITTLE COCALICO CREEK, Facility Carried by Structure: S.R. 1032 3rd st.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.6 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: 38.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21438, Location: DENVER BORO (Lat: 40.232861, Lng: -76.133011), Route carried "on" structure: State highway , Year Built: 1972, Year Reconstructed: 2019, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,999 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 4,749 (year 2032), Design Load: HL 93, Features Intersected: LITTLE COCALICO CREEK, Facility Carried by Structure: S.R. 1032 3rd st.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.6 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: 38.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21481, Location: SE CORNER OF DENVER BORO (Lat: 40.227792, Lng: -76.131453), Route carried "on" structure: State highway , Year Built: 1934, Year Reconstructed: 2015, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 7,347 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 8,548 (year 2032), Design Load: HL 93, Features Intersected: LITTLE COCALICO CREEK, Facility Carried by Structure: SR 1051 Main St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $116,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21481, Location: SE CORNER OF DENVER BORO (Lat: 40.227792, Lng: -76.131453), Route carried "on" structure: State highway , Year Built: 1934, Year Reconstructed: 2015, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 7,347 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 8,548 (year 2032), Design Load: HL 93, Features Intersected: LITTLE COCALICO CREEK, Facility Carried by Structure: SR 1051 Main St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $116,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21785, Location: WEST COCALICO TWP (Lat: 40.243028, Lng: -76.151914), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 315 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-748
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21785, Location: WEST COCALICO TWP (Lat: 40.243028, Lng: -76.151914), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 315 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-748
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21787, Location: DENVER BORO (Lat: 40.239981, Lng: -76.135511), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 3,994 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 6,996 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: LR36001, SR 1045
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.590, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $67,000, Total Project Cost: $308,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21787, Location: DENVER BORO (Lat: 40.239981, Lng: -76.135511), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 3,994 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 6,996 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: LR36001, SR 1045
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.590, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $67,000, Total Project Cost: $308,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21788, Location: DENVER BORO (Lat: 40.239639, Lng: -76.133631), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 300 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 478 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21788, Location: DENVER BORO (Lat: 40.239639, Lng: -76.133631), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 300 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 478 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21789, Location: EAST COCALICO TWP (Lat: 40.237939, Lng: -76.130728), Route carried "on" structure: Interstate 76, Year Built: 1949, Year Reconstructed: 2000, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 24,971 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 32,334 (year 2030), Design Load: HS 25 or greater, Features Intersected: LNRR,L.COCALICO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 26.5m (86.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 27.5m (90.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $362,000, Total Project Cost: $1,658,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21789, Location: EAST COCALICO TWP (Lat: 40.237939, Lng: -76.130728), Route carried "on" structure: Interstate 76, Year Built: 1949, Year Reconstructed: 2000, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 24,971 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 32,334 (year 2030), Design Load: HS 25 or greater, Features Intersected: LNRR,L.COCALICO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 26.5m (86.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 27.5m (90.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $362,000, Total Project Cost: $1,658,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2179, Location: DENVER BORO (Lat: 40.235528, Lng: -76.129250), Route carried "on" structure: Interstate 76, Year Built: 1949, Year Reconstructed: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 24,971 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 32,334 (year 2030), Design Load: HS 25 or greater, Features Intersected: LR 36129, SR 1055
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $66,000, Total Project Cost: $305,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2179, Location: DENVER BORO (Lat: 40.235528, Lng: -76.129250), Route carried "on" structure: Interstate 76, Year Built: 1949, Year Reconstructed: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 24,971 (year 2001), Truck Traffic: 24%, Average Future Daily Traffic: 32,334 (year 2030), Design Load: HS 25 or greater, Features Intersected: LR 36129, SR 1055
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $66,000, Total Project Cost: $305,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21895, Location: 1/2 MI EAST OF SR 1045 (Lat: 40.244614, Lng: -76.123183), Route carried "on" structure: City street , Year Built: 1945, Year Reconstructed: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 515 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 690 (year 2031), Features Intersected: LITTLE COCALICO CREEK, Facility Carried by Structure: T-966 MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21895, Location: 1/2 MI EAST OF SR 1045 (Lat: 40.244614, Lng: -76.123183), Route carried "on" structure: City street , Year Built: 1945, Year Reconstructed: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 515 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 690 (year 2031), Features Intersected: LITTLE COCALICO CREEK, Facility Carried by Structure: T-966 MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22144, Location: 200 FT SOUTH OF SR 1051 (Lat: 40.228194, Lng: -76.132736), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1986, Status: Posted for load-capacity, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,800 (year 2012), Average Future Daily Traffic: 2,400 (year 2032), Features Intersected: COCALICO CREEK, Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $13,000, Total Project Cost: $59,000, Deck Structure Type: Open Grating
Structure Number: 22144, Location: 200 FT SOUTH OF SR 1051 (Lat: 40.228194, Lng: -76.132736), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1986, Status: Posted for load-capacity, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,800 (year 2012), Average Future Daily Traffic: 2,400 (year 2032), Features Intersected: COCALICO CREEK, Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $13,000, Total Project Cost: $59,000, Deck Structure Type: Open Grating
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Structure Number: 22145, Location: 250 FEET NW OF 3RD ST (Lat: 40.233072, Lng: -76.134456), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load-capacity, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,965 (year 2012), Average Future Daily Traffic: 2,630 (year 2032), Design Load: HS 20, Features Intersected: PENN EASTERN RR, Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 41.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $24,000, Total Project Cost: $110,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 22145, Location: 250 FEET NW OF 3RD ST (Lat: 40.233072, Lng: -76.134456), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load-capacity, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,965 (year 2012), Average Future Daily Traffic: 2,630 (year 2032), Design Load: HS 20, Features Intersected: PENN EASTERN RR, Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 41.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $24,000, Total Project Cost: $110,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 47425, Location: 0.25 MI.W. OF DENVER BORO (Lat: 40.237583, Lng: -76.143361), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,410 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,843 (year 2032), Design Load: HL 93, Features Intersected: COCALICO CREEK, Facility Carried by Structure: SR 1045 Steinmetz
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.363, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 51.5 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47425, Location: 0.25 MI.W. OF DENVER BORO (Lat: 40.237583, Lng: -76.143361), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,410 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,843 (year 2032), Design Load: HL 93, Features Intersected: COCALICO CREEK, Facility Carried by Structure: SR 1045 Steinmetz
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.363, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 51.5 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53876, Location: 1 MI NE DENVER (Lat: 40.244106, Lng: -76.113594), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,015 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,380 (year 2032), Design Load: HL 93, Features Intersected: UNT LITTLE COCALICO CRK, Facility Carried by Structure: Smokestown Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.863, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Fair, 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: 49.6 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53876, Location: 1 MI NE DENVER (Lat: 40.244106, Lng: -76.113594), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,015 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,380 (year 2032), Design Load: HL 93, Features Intersected: UNT LITTLE COCALICO CRK, Facility Carried by Structure: Smokestown Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.863, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Fair, 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: 49.6 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 53881, Location: 0.5 MI NW DENVER BORO (Lat: 40.241508, Lng: -76.141153), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 428 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 818 (year 2032), Design Load: HL 93, Features Intersected: WEST COCALICO CREEK, Facility Carried by Structure: POPLAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.581, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53881, Location: 0.5 MI NW DENVER BORO (Lat: 40.241508, Lng: -76.141153), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 428 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 818 (year 2032), Design Load: HL 93, Features Intersected: WEST COCALICO CREEK, Facility Carried by Structure: POPLAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.581, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 53882, Location: 0.5 MI NE OF DENVER (Lat: 40.242917, Lng: -76.123139), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,861 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 3,208 (year 2032), Design Load: HL 93, Features Intersected: Trib Little Cocalico Crk, Facility Carried by Structure: Reinholds Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.090, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 48.0 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53882, Location: 0.5 MI NE OF DENVER (Lat: 40.242917, Lng: -76.123139), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,861 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 3,208 (year 2032), Design Load: HL 93, Features Intersected: Trib Little Cocalico Crk, Facility Carried by Structure: Reinholds Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.090, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 48.0 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 56645, Location: DENVER BORO (Lat: 40.231519, Lng: -76.139611), Route carried "on" structure: State highway , Year Built: 2019, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,006 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 5,980 (year 2032), Design Load: HL 93, Features Intersected: COCALICO CREEK, Facility Carried by Structure: SR 1045 S.4TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.055, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.2 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56645, Location: DENVER BORO (Lat: 40.231519, Lng: -76.139611), Route carried "on" structure: State highway , Year Built: 2019, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,006 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 5,980 (year 2032), Design Load: HL 93, Features Intersected: COCALICO CREEK, Facility Carried by Structure: SR 1045 S.4TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.055, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.2 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21785, Location: WEST COCALICO TWP (Lat: 40.243028, Lng: -76.151914), Route carried "under" structure: Interstate 76, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 24,971 (year 2001), Truck Traffic: 24%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-748
Minimum Vertical Clearance: 7.76m (25.46ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 21785, Location: WEST COCALICO TWP (Lat: 40.243028, Lng: -76.151914), Route carried "under" structure: Interstate 76, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 24,971 (year 2001), Truck Traffic: 24%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-748
Minimum Vertical Clearance: 7.76m (25.46ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 21787, Location: DENVER BORO (Lat: 40.239981, Lng: -76.135511), Route carried "under" structure: Interstate 76, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 24,971 (year 2001), Truck Traffic: 24%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: LR36001, SR 1045
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 21787, Location: DENVER BORO (Lat: 40.239981, Lng: -76.135511), Route carried "under" structure: Interstate 76, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 24,971 (year 2001), Truck Traffic: 24%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: LR36001, SR 1045
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 21788, Location: DENVER BORO (Lat: 40.239639, Lng: -76.133631), Route carried "under" structure: Interstate 76, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 24,971 (year 2001), Truck Traffic: 24%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 4.38m (14.37ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 21788, Location: DENVER BORO (Lat: 40.239639, Lng: -76.133631), Route carried "under" structure: Interstate 76, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 24,971 (year 2001), Truck Traffic: 24%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 4.38m (14.37ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 2179, Location: DENVER BORO (Lat: 40.235528, Lng: -76.129250), Route carried "under" structure: State highway , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 1,861 (year 2022), Truck Traffic: 4%, Features Intersected: LR 36129, SR 1055, Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 8.5m (27.9ft)
Structure Number: 2179, Location: DENVER BORO (Lat: 40.235528, Lng: -76.129250), Route carried "under" structure: State highway , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 1,861 (year 2022), Truck Traffic: 4%, Features Intersected: LR 36129, SR 1055, Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 8.5m (27.9ft)