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

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Structure Number: 38392,  Location: NR.JEFFERSON STR 3589 K04 (Lat: 39.979600,  Lng: -75.189033),  Route carried "on" structure: US 13,  Year Built: 1905,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 19,337 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,881 (year 2032),  Design Load: H 20,  Features Intersected: AMTRAK-PA CENTRAL RR,  Facility Carried by Structure: 33RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.755,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38393,  Location: NR.MT.VERNON CEM. 3589K01 (Lat: 40.000533,  Lng: -75.186875),  Route carried "on" structure: US 13,  Year Built: 1948,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 10,473 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,681 (year 2032),  Design Load: HS 20,  Features Intersected: HUNTING PARK AVE,  Facility Carried by Structure: RIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.743,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 62.6 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: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $348,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38402,  Location: GERMANTOWN AVENUE 3480F08 (Lat: 40.016164,  Lng: -75.153208),  Route carried "on" structure: US 13,  Year Built: 1905,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 16,700 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,610 (year 2032),  Design Load: H 20,  Features Intersected: CONRAIL:RICHMOND BRANCH,  Facility Carried by Structure: HUNTING PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.967,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Steel,  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: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $292,000,  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: 38406,  Location: HOLMESBURGH 3482G04 (Lat: 40.043556,  Lng: -75.020661),  Route carried "on" structure: US 13,  Year Built: 1697,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 12,130 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,926 (year 2032),  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: FRANKFORD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.503,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $356,000

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Structure Number: 38408,  Location: BUCKS COUNTY LINE 3373D10 (Lat: 40.064900,  Lng: -74.981219),  Route carried "on" structure: US 13,  Year Built: 1904,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 19,726 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,290 (year 2032),  Design Load: HS 20,  Features Intersected: POQUESSING CREEK,  Facility Carried by Structure: FRANKFORD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.331,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $171,000

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Structure Number: 38409,  Location: GIRARD;BELMONT AV 3589F05 (Lat: 39.973178,  Lng: -75.212756),  Route carried "on" structure: US 30,  Year Built: 1908,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 17,555 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,019 (year 2032),  Design Load: H 10,  Features Intersected: AMTRAK,  Facility Carried by Structure: GIRARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.560,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $1,028,000,  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: 38411,  Location: @PHILADELPHIA ZOO 3589J05 (Lat: 39.974700,  Lng: -75.198811),  Route carried "on" structure: US 30,  Year Built: 1890,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 23,558 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,009 (year 2032),  Design Load: HL 93,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: GIRARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.190,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  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: 36.3 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $254,000,  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: 38416,  Location: NEAR ROUTE 13 3373F08 (Lat: 40.077344,  Lng: -74.964581),  Route carried "on" structure: State highway 63,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 33,548 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 38,894 (year 2032),  Design Load: HS 20,  Features Intersected: POQUESSING CREEK,  Facility Carried by Structure: WOODHAVEN ROAD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.893,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $1,078,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38419,  Location: NEAR ROUTE 13 3373F08 (Lat: 40.077358,  Lng: -74.964869),  Route carried "on" structure: State highway 63,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 23,077 (year 2022),  Truck Traffic: 14%,  Average Future Daily Traffic: 43,802 (year 2032),  Design Load: HS 20,  Features Intersected: POQUESSING CREEK,  Facility Carried by Structure: WOODHAVEN ROAD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.888,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $1,078,000,  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: 38421,  Location: LIBERTY BELL TRACK3373F07 (Lat: 40.082247,  Lng: -74.966717),  Route carried "on" structure: State highway ,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 5,606 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,908 (year 2032),  Design Load: HS 20,  Features Intersected: WOODHAVEN ROAD,  Facility Carried by Structure: MILLBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $332,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38429,  Location: EAST OF ROUTE 1 3373D06 (Lat: 40.093756,  Lng: -74.980056),  Route carried "on" structure: State highway 63,  Year Built: 1965,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 56,727 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 62,424 (year 2032),  Design Load: HS 20,  Features Intersected: ACADEMY ROAD,  Facility Carried by Structure: WOODHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.165,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $494,000,  Total Project Cost: $2,263,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38431,  Location: EAST OF ROUTE 1 3373C05 (Lat: 40.099228,  Lng: -74.986614),  Route carried "on" structure: State highway 63,  Year Built: 1965,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 56,727 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 62,424 (year 2032),  Design Load: HS 20,  Features Intersected: THORNTON ROAD,  Facility Carried by Structure: WOODHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.328,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $1,102,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38432,  Location: 500FT W.THORNTON 3373B4 (Lat: 40.099961,  Lng: -74.987503),  Route carried "on" structure: State highway 63,  Year Built: 1964,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 60,206 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 66,950 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: WOODHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.262,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: December 2019

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Structure Number: 38433,  Location: WOODHAVEN RD;US 1 3373A03 (Lat: 40.107847,  Lng: -74.996742),  Route carried "on" structure: State highway 63,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 56,727 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 62,424 (year 2032),  Design Load: HS 20,  Features Intersected: ROOSEVELT BLVD,  Facility Carried by Structure: WOODHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $800,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 38435,  Location: NR.RISING SUN AVE 3481G01 (Lat: 40.062589,  Lng: -75.085786),  Route carried "on" structure: State highway 73,  Year Built: 1905,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 18,147 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,745 (year 2032),  Design Load: HL 93,  Features Intersected: CSX-N Y SHORT LINE,  Facility Carried by Structure: COTTMAN AVENUE
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: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.3 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: 34.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $359,000,  Total Project Cost: $1,645,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38436,  Location: @ ROOSEVELT BLVD. 3482B03 (Lat: 40.044453,  Lng: -75.054378),  Route carried "on" structure: State highway 73,  Year Built: 1967,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 22,158 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,076 (year 2032),  Design Load: HS 20,  Features Intersected: ROOSEVELT BLVD.,  Facility Carried by Structure: COTTMAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.521,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $81,000,  Roadway Improvement Cost: $239,000,  Total Project Cost: $1,096,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38445,  Location: NR.CITY LINE AVE. 3479J09 (Lat: 40.006664,  Lng: -75.198839),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 65,235 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 74,094 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: NEILL DRIVE,  Facility Carried by Structure: SCHUYLKILL EXWY.EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.737,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 38448,  Location: NR.CITY LINE AVE. 3479J09 (Lat: 40.007278,  Lng: -75.199442),  Route carried "on" structure: Interstate 76,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 76,528 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 74,139 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: NEILL DRIVE,  Facility Carried by Structure: SCHUYLKILL EXWY.WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.702,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 3845,  Location: NEAR NEIL DRIVE 3479J10 (Lat: 40.005567,  Lng: -75.196925),  Route carried "on" structure: Interstate 76,  Year Built: 1972,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 65,235 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 74,094 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: L.R.67058,RAMP B,  Facility Carried by Structure: SCHUYLKILL EXWY.EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.737,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 38452,  Location: CTY.LINE AVE.INTG.3479J10 (Lat: 40.006833,  Lng: -75.198497),  Route carried "on" structure: Interstate 76,  Year Built: 1972,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 76,528 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 74,139 (year 2032),  Design Load: HS 20,  Features Intersected: LR 67058 RAMP B,  Facility Carried by Structure: SCHUYLKILL EXWY.WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.702,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38456,  Location: W.STRWBRY.MNSN.BRG3589J01 (Lat: 39.996553,  Lng: -75.196794),  Route carried "on" structure: State highway ,  Year Built: 1972,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 12,413 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,806 (year 2032),  Design Load: HS 20,  Features Intersected: SCHUYLKILL EXWY,  Facility Carried by Structure: GREENLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.4 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $477,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3846,  Location: MONTG.DRIVE INTER.3589G03 (Lat: 39.986750,  Lng: -75.208003),  Route carried "on" structure: Interstate 76,  Year Built: 1953,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 218,019 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 156,162 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: MONTGOMERY DRIVE,  Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $489,000,  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: 38462,  Location: NR.COLUMBIA BRDG. 3589G03 (Lat: 39.982036,  Lng: -75.207575),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 218,019 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 156,162 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BLACK ROAD,  Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.004,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.3 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: Equal to present minimum criteria,  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: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 38467,  Location: NR.GIRARD AVE.INCH3589J04 (Lat: 39.976914,  Lng: -75.198478),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 140,194 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 156,162 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SWEETBRIAR ROAD,  Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.785,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  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: 30.4m (99.7ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $469,000,  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: 38477,  Location: ARCH TO UNIV.AVE.3590 A09 (Lat: 39.956722,  Lng: -75.181056),  Route carried "on" structure: Interstate 76,  Year Built: 1958,  Status: Open,  Structure Length: 187.82m (616.21ft),  Average Daily Traffic: 134,847 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 182,051 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SCHUYLKILL RIVER BANK,  Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.973,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 283,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 189.30m (621.06ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $201,000,  Total Project Cost: $920,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy

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Structure Number: 38479,  Location: VINE ST.INTERCH. 3590A07 (Lat: 39.961703,  Lng: -75.182708),  Route carried "on" structure: Interstate 76,  Year Built: 1987,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 61,417 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 90,420 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PILE SUPPORTED SLAB,  Facility Carried by Structure: SCHUYLKILL EB;RM.B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.205,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3848,  Location: VINE ST.INTERCH. 3590 A06 (Lat: 39.961633,  Lng: -75.182658),  Route carried "on" structure: Interstate 76,  Year Built: 1988,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 61,417 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 90,420 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMP C;FROM VINE STREET,  Facility Carried by Structure: SCHUYLKILL & RMP.B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.205,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 38484,  Location: VINE ST.INTERCH. 3590A07 (Lat: 39.961111,  Lng: -75.181944),  Route carried "on" structure: Interstate 76,  Year Built: 1987,  Status: Open,  Structure Length: 36.21m (118.80ft),  Average Daily Traffic: 73,769 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,631 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PILE SUPPORTED SLAB,  Facility Carried by Structure: SCHUYLKILL EWY. WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.245,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 99,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.90m (127.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38485,  Location: VINE ST.INTERCH. 3590A06 (Lat: 39.963650,  Lng: -75.184050),  Route carried "on" structure: Interstate 76,  Year Built: 1988,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 73,430 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,631 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMP C;FROM VINE STREET,  Facility Carried by Structure: SCHUYLKILL EXWY.WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.361,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 38488,  Location: I-76 AT VINE ST. 3590A07 (Lat: 39.962447,  Lng: -75.182928),  Route carried "on" structure: Interstate 76,  Year Built: 1989,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 73,430 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,631 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMP A AND RAMP B,  Facility Carried by Structure: SCHUYLKILL EXWY.WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.361,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 50.9m (167.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.50m (31.17ft),  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: 38495,  Location: UNIVERSISTY AVE 3589K10 (Lat: 39.941072,  Lng: -75.195019),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Status: Open,  Structure Length: 50.14m (164.50ft),  Average Daily Traffic: 94,818 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 176,368 (year 2032),  Design Load: HS 20,  Features Intersected: SCHUYLKILL RIVER;CSX RR,  Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.904,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 73.2m (240.2ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 50.80m (166.67ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $1,109,000,  Roadway Improvement Cost: $3,267,000,  Total Project Cost: $14,975,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 38498,  Location: UNIV.CITY AVE. 3699J01 (Lat: 39.938703,  Lng: -75.197375),  Route carried "on" structure: Interstate 76,  Year Built: 1956,  Status: Open,  Structure Length: 49.68m (162.99ft),  Average Daily Traffic: 94,818 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 176,368 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: GRAYS FERRY AVE.TO 34TH,  Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.904,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 11,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: 50.40m (165.35ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $483,000,  Roadway Improvement Cost: $1,423,000,  Total Project Cost: $6,522,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3851,  Location: S.GIRARD PT.BRG. 3699C08 (Lat: 39.892350,  Lng: -75.235178),  Route carried "on" structure: Interstate 95,  Year Built: 1984,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 33,848 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 43,033 (year 2032),  Design Load: HS 20,  Features Intersected: ISLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.200,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $288,000,  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: 38514,  Location: S.GIRARD PT.BRG. 3699C08 (Lat: 39.892522,  Lng: -75.235447),  Route carried "on" structure: Interstate 95,  Year Built: 1984,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 35,845 (year 2022),  Truck Traffic: 19%,  Average Future Daily Traffic: 45,571 (year 2032),  Design Load: HS 20,  Features Intersected: ISLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.293,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 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: 38516,  Location: N.PLATT BRIDGE 3699 D08 (Lat: 39.892667,  Lng: -75.226708),  Route carried "on" structure: Interstate 95,  Year Built: 1984,  Status: Open,  Structure Length: 45.35m (148.79ft),  Average Daily Traffic: 59,171 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,251 (year 2032),  Design Load: HS 20,  Features Intersected: PENROSE AVE.& TRIB MINGO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.005,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 73.2m (240.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: 46.00m (150.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing