Bridge Statistics for Easton, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 28488,  Location: 13TH ST.INTERCHANGE (Lat: 40.695233,  Lng: -75.228306),  Route carried "on" structure: US 22,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 34,129 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,504 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 2019 (LR 48021)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.895,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 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: 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: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $210,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28491,  Location: 0.25 MI.W.PA.611 EXIT (Lat: 40.695944,  Lng: -75.215439),  Route carried "on" structure: US 22,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 18.23m (59.81ft),  Average Daily Traffic: 34,129 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,504 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BUSHKILL DR.,CEM. DR.,CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.348,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum 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: 19.00m (62.34ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: November 2016,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $574,000,  Total Project Cost: $2,630,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28492,  Location: PA 611 EXIT (Lat: 40.694217,  Lng: -75.212981),  Route carried "on" structure: US 22,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 34,129 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,504 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BUSHKILL CREEK & DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.348,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $261,000,  Total Project Cost: $1,198,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28545,  Location: OVER REDINGTON RD. (Lat: 40.631953,  Lng: -75.278097),  Route carried "on" structure: Interstate 78,  Year Built: 1987,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 34,942 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 39,544 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2014(LR 48090)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.019,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 43.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $102,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28549,  Location: OVER ISLAND PK.RD. (Lat: 40.645617,  Lng: -75.256889),  Route carried "on" structure: Interstate 78,  Year Built: 1987,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 33,332 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 34,881 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2012(LR 48010)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.449,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.00m (29.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 28626,  Location: DR.GEORGE S. SMITH BRIDGE (Lat: 40.687003,  Lng: -75.208328),  Route carried "on" structure: State highway 611,  Year Built: 1912,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 18,465 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,006 (year 2032),  Design Load: HS 20,  Features Intersected: LEHIGH RIVER,  Facility Carried by Structure: DR.GEO.S.SMITH BRG
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 12.268,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Superstructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: July 2020

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Structure Number: 28628,  Location: N.RIVERSIDE DR.,EASTON (Lat: 40.695644,  Lng: -75.205525),  Route carried "on" structure: Spur State highway 611,  Year Built: 1950,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 4,137 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,422 (year 2032),  Design Load: HL 93,  Features Intersected: BUSHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.405,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.1 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: 39.5 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $257,000,  Total Project Cost: $1,177,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28709,  Location: MORGAN HILL ROAD (Lat: 40.670097,  Lng: -75.214397),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 10,831 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,600 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I-78(TOLL RD.DRJTBC),  Facility Carried by Structure: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.768,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.1 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28719,  Location: APPLEBUTTER RD. OVER I-78 (Lat: 40.624344,  Lng: -75.282753),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 15.67m (51.41ft),  Average Daily Traffic: 1,116 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,091 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 78(LR 1045),  Facility Carried by Structure: SR 2012 (LR 48010)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.323,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.50m (54.13ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  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: 28728,  Location: CEDARVILLE RD. (Lat: 40.676097,  Lng: -75.194197),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 2,832 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,500 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: I-78,  Facility Carried by Structure: SR 2016(LR 48121)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.569,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28729,  Location: 13TH ST.INTERCHANGE (Lat: 40.694839,  Lng: -75.230297),  Route carried "on" structure: State highway ,  Year Built: 1954,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,804 (year 2032),  Design Load: HS 20,  Features Intersected: SR 22 (LR 773),  Facility Carried by Structure: SR 2017 (LR 48019)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $963,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28731,  Location: 0.5MI.N.OF WILSON BORO (Lat: 40.699869,  Lng: -75.252356),  Route carried "on" structure: State highway ,  Year Built: 1942,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,236 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,805 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB.TO BUSHKILL CK.,  Facility Carried by Structure: SR 2017 (LR 48019)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.295,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28737,  Location: 13TH STREET (Lat: 40.696417,  Lng: -75.228300),  Route carried "on" structure: State highway ,  Year Built: 1886,  Year Reconstructed: 1927,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 13,682 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,327 (year 2032),  Design Load: HS 20,  Features Intersected: BUSHKILL CREEK,  Facility Carried by Structure: SR 2019 (LR 48021)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.431,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: 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 corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $464,000

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Structure Number: 28738,  Location: NORTH THIRD STREET (Lat: 40.695058,  Lng: -75.209456),  Route carried "on" structure: State highway ,  Year Built: 1894,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 12,331 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,245 (year 2032),  Design Load: HS 20,  Features Intersected: BUSHKILL CREEK,  Facility Carried by Structure: SR 2023 (LR 165)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Superstructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $495,000,  Total Project Cost: $2,269,000

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Structure Number: 28746,  Location: NORTHWOOD AVE (Lat: 40.710575,  Lng: -75.245978),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 5,594 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,160 (year 2032),  Design Load: HS 20,  Features Intersected: BUSHKILL CREEK,  Facility Carried by Structure: SR 2032 (LR 48020)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.111,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $297,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 28747,  Location: BUSHKILL PARK ROAD (Lat: 40.703433,  Lng: -75.252614),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 1,520 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,844 (year 2032),  Design Load: HS 20,  Features Intersected: BUSHKILL CREEK,  Facility Carried by Structure: SR 2034 (LR 48123)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: 4.80m (15.75ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28824,  Location: NEAR SR 2019 (Lat: 40.700822,  Lng: -75.241700),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2030),  Design Load: H 20,  Features Intersected: BUSHKILL CREEK,  Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28912,  Location: HUGH MOORE PARK - CANAL (Lat: 40.669897,  Lng: -75.236997),  Route carried "on" structure: City street ,  Year Built: 1905,  Year Reconstructed: 2012,  Status: Posted for load,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2030),  Design Load: HS 20,  Features Intersected: LEHIGH RIVER,  Facility Carried by Structure: GLENDON HILL ROAD
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 11.80m (38.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $554,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28913,  Location: S OF SR 22, @ BUSHKILL DR (Lat: 40.694053,  Lng: -75.213303),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 3,080 (year 1977),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,050 (year 2027),  Design Load: HL 93,  Features Intersected: BUSHKILL CREEK,  Facility Carried by Structure: BUSHKILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.8 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $340,000,  Total Project Cost: $1,557,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 28914,  Location: CITY OF EASTON (Lat: 40.691475,  Lng: -75.204208),  Route carried "on" structure: City street ,  Year Built: 1896,  Year Reconstructed: 2002,  Status: Posted for load,  Structure Length: 16.95m (55.61ft),  Average Daily Traffic: 18,700 (year 2017),  Average Future Daily Traffic: 23,000 (year 2037),  Features Intersected: DELAWARE RIVER,  Facility Carried by Structure: Northampton Street
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 91.4m (299.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 17.80m (58.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: August 2016,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $575,000,  Deck Structure Type: Open Grating

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Structure Number: 28915,  Location: CITY OF EASTON (Lat: 40.694508,  Lng: -75.203667),  Route carried "on" structure: US 22,  Year Built: 1938,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 30,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,500 (year 2040),  Design Load: H 20,  Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 543.797,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 164.6m (540.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: August 2016,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28916,  Location: CITY OF EASTON (Lat: 40.695000,  Lng: -75.204997),  Route carried "on" structure: US 22,  Year Built: 1950,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 30,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,500 (year 2040),  Features Intersected: PA 611(SR0611)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 543.797,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 28917,  Location: CITY OF EASTON (Lat: 40.694447,  Lng: -75.209392),  Route carried "on" structure: US 22,  Year Built: 1950,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 30,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,500 (year 2040),  Design Load: HS 20,  Features Intersected: N. 3RD ST (SR 2023)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 543.315,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 28918,  Location: CITY OF EASTON (Lat: 40.695000,  Lng: -75.209997),  Route carried "on" structure: US 22,  Year Built: 1950,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 30,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,500 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH BANK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 543.234,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Roadway Improvement Cost: $2,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 41043,  Location: W.B.OVER REDINGTON RD. (Lat: 40.632061,  Lng: -75.278469),  Route carried "on" structure: Interstate 78,  Year Built: 2000,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 35,449 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 39,527 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2014(LR 48090)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.999,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  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: 41127,  Location: W.B.OVER SR 8018 (Lat: 40.638975,  Lng: -75.272231),  Route carried "on" structure: Interstate 78,  Year Built: 2001,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 33,332 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 35,639 (year 2040),  Design Load: HL 93,  Features Intersected: RAMPS A&B SR8018
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.804,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.60m (34.78ft),  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: 41283,  Location: E.B. OVER SR 8018 (Lat: 40.638533,  Lng: -75.272386),  Route carried "on" structure: Interstate 78,  Year Built: 2001,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 31,231 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 35,422 (year 2032),  Design Load: HL 93,  Features Intersected: RAMPS A&B SR 8018
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.822,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.80m (35.43ft),  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: 41298,  Location: 0.2MI S. OF SR2007 (Lat: 40.648228,  Lng: -75.283808),  Route carried "on" structure: State highway 33,  Year Built: 2001,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 45,588 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 52,328 (year 2032),  Design Load: HS 20,  Features Intersected: FARM ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.858,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Culverts: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 41299,  Location: OVER HOPE ROAD (Lat: 40.648514,  Lng: -75.284089),  Route carried "on" structure: State highway 33,  Year Built: 2001,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 22,527 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 24,676 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.858,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 8.30m (27.23ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  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: 413,  Location: OVER HOPE ROAD (Lat: 40.648281,  Lng: -75.284278),  Route carried "on" structure: State highway 33,  Year Built: 2001,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 23,061 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 27,652 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 8.30m (27.23ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  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: 41306,  Location: FREEMANSBURG AVE INTER. (Lat: 40.652794,  Lng: -75.287356),  Route carried "on" structure: State highway ,  Year Built: 2001,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 15,064 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,378 (year 2036),  Design Load: HS 20,  Features Intersected: PA 33,  Facility Carried by Structure: SR 2018
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.255,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 20 degrees,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 40.6m (133.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  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: 41393,  Location: GENE HARTZELL BRIDGE (Lat: 40.642514,  Lng: -75.277617),  Route carried "on" structure: State highway 33,  Year Built: 2001,  Status: Open,  Structure Length: 57.09m (187.30ft),  Average Daily Traffic: 45,588 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 52,328 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RIVER,CANAL,NORF/SOUTH R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 181.1m (594.2ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 58.00m (190.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Critical Feature Inspection Date: November 2019,  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: 44166,  Location: Easton (Lat: 40.672014,  Lng: -75.177936),  Route carried "on" structure: Interstate 78,  Year Built: 1989,  Status: Open,  Structure Length: 37.37m (122.60ft),  Average Daily Traffic: 26,700 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 31,200 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.563,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 69.5m (228.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: September 2016,  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: 44168,  Location: EASTON (Lat: 40.672297,  Lng: -75.177756),  Route carried "on" structure: Interstate 78,  Year Built: 1989,  Status: Open,  Structure Length: 37.37m (122.60ft),  Average Daily Traffic: 26,700 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 31,200 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.563,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 69.5m (228.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: September 2016,  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: 45614,  Location: 0.25 MI NW OF DELAWARE R. (Lat: 40.675600,  Lng: -75.180800),  Route carried "on" structure: Interstate 78,  Year Built: 1986,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 26,700 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 31,200 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR 611
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.402,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45615,  Location: 0.24 MI NW OF DELAWARE R. (Lat: 40.675300,  Lng: -75.181100),  Route carried "on" structure: Interstate 78,  Year Built: 1986,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 32,500 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 40,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SR 611
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.402,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47416,  Location: NE OF CHESTNUT HILL (Lat: 40.722803,  Lng: -75.204144),  Route carried "on" structure: City street 810,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 120 (year 2020),  Design Load: HS 20,  Features Intersected: TRIB. TO DELAWARE RIVER,  Facility Carried by Structure: MEADOW LANE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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