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

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Structure Number: 25649,  Location: COOLSPRING TOWNSHIP (Lat: 41.277597,  Lng: -80.239192),  Route carried "on" structure: US 19,  Year Built: 1930,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,401 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,221 (year 2032),  Design Load: H 20,  Features Intersected: OVER OTTER CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.392,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $75,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25715,  Location: COOLSPRING TOWNSHIP (Lat: 41.261397,  Lng: -80.184172),  Route carried "on" structure: US 62,  Year Built: 1948,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,975 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,649 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.550,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25716,  Location: JACKSON TOWNSHIP (Lat: 41.265444,  Lng: -80.167361),  Route carried "on" structure: US 62,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 4,050 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,831 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 79,NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.391,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.90m (32.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $413,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25741,  Location: FINDLEY TOWNSHIP (Lat: 41.217286,  Lng: -80.163933),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 191 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 266 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 79,NB,  Facility Carried by Structure: SR 2102,CLNTVLLE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 23 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 25742,  Location: FINDLEY TOWNSHIP (Lat: 41.230894,  Lng: -80.161917),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 191 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 266 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 79,SB,  Facility Carried by Structure: SR 2102,CLNTVLLE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 23 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $163,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25744,  Location: FINDLEY TOWNSHIP (Lat: 41.230731,  Lng: -80.161758),  Route carried "on" structure: Interstate 79,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 7,300 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,924 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER SR2014,B&LE,MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.087,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: 15.09m (49.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $729,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25745,  Location: FINDLEY TOWNSHIP (Lat: 41.230919,  Lng: -80.162114),  Route carried "on" structure: Interstate 79,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 7,414 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,306 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER SR2014,B&LE,MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.941,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: 14.90m (48.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $726,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25746,  Location: JACKSON TOWNSHIP (Lat: 41.241953,  Lng: -80.160611),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 109 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 199 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 2103,MILL BROOK
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: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 25747,  Location: JACKSON TOWNSHIP (Lat: 41.256725,  Lng: -80.164436),  Route carried "on" structure: Interstate 79,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 7,300 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,924 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER ABDN'D.RR&YELLOW CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.325,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 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,  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: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $224,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25748,  Location: JACKSON TOWNSHIP (Lat: 41.256531,  Lng: -80.164783),  Route carried "on" structure: Interstate 79,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 7,414 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,306 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER ABDN'D.RR&YELLOW CK
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 16.290,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 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,  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: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $224,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25968,  Location: FAIRVIEW TOWNSHIP (Lat: 41.306136,  Lng: -80.186739),  Route carried "on" structure: State highway ,  Year Built: 1952,  Status: Posted for load,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 529 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 734 (year 2032),  Design Load: H 20,  Features Intersected: OVER COOL SPRING CREEK,  Facility Carried by Structure: SR 2017,N.FOSTER R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.920,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $308,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25969,  Location: LAKE TOWNSHIP (Lat: 41.312794,  Lng: -80.158733),  Route carried "on" structure: State highway ,  Year Built: 1965,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 243 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 387 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 2019,POOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.210,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.80m (35.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $78,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26079,  Location: N.MILL RD.,COOLSPRING TWP (Lat: 41.302239,  Lng: -80.182856),  Route carried "on" structure: City street 7201,  Year Built: 1984,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 78 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 110 (year 2039),  Design Load: HS 20,  Features Intersected: OVER COOLSPRINGS CREEK,  Facility Carried by Structure: BRIDGE 2005,T-603
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.9 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: Equal to present minimum criteria,  Waterway Adequacy: Equal 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: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 26082,  Location: TAIT RD,COOLSPRING TWP. (Lat: 41.278653,  Lng: -80.231256),  Route carried "on" structure: City street 7201,  Year Built: 1966,  Status: Posted for load,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 295 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 410 (year 2039),  Design Load: HS 20,  Features Intersected: OVER OTTER CREEK,  Facility Carried by Structure: BRIDGE 2007,T-688
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Good,  Channel: Very good,  Operating Rating: 27.2 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Total Project Cost: $2,276,000 ( Estimate for 2014),  Deck Structure Type: Open Grating

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Structure Number: 26083,  Location: MCEWEN RD.,COOLSPRING TWP (Lat: 41.274089,  Lng: -80.209203),  Route carried "on" structure: City street 7201,  Year Built: 1994,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 48 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 70 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: OVER KENTS RUN,  Facility Carried by Structure: BRIDGE 2012,T-704
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Very good,  Culverts: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 26084,  Location: ANDRUSKY RD,COOLSPRING (Lat: 41.241556,  Lng: -80.186775),  Route carried "on" structure: City street 7201,  Year Built: 1985,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 104 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 150 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: OVER YELLOW CREEK,  Facility Carried by Structure: BRIDGE 2011,T-730
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26098,  Location: RUNKLE LANE,FAIRVIEW TWP. (Lat: 41.320400,  Lng: -80.192492),  Route carried "on" structure: City street 7205,  Year Built: 1954,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 52 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 70 (year 2039),  Design Load: H 20,  Features Intersected: OVER COOL SPRINGS CREEK,  Facility Carried by Structure: BRIDGE 1512,T-623
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Total Project Cost: $1,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 26105,  Location: SKUNK RUN, FAIRVIEW TWP. (Lat: 41.319294,  Lng: -80.183686),  Route carried "on" structure: City street 7205,  Year Built: 1991,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 113 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 160 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: OVER COOLSPRING CREEK BR,  Facility Carried by Structure: BRIDGE 1514,T-732
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 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 desirable 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 26115,  Location: ANDRUSKY RD,FINDLEY TWP. (Lat: 41.231631,  Lng: -80.182978),  Route carried "on" structure: City street 7206,  Year Built: 1969,  Status: Closed,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 183 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 260 (year 2038),  Design Load: HS 20,  Features Intersected: OVER MILL CREEK,  Facility Carried by Structure: BRIDGE 2611,T-730
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Critical,  Substructure: Fair,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Total Project Cost: $1,341,000 ( Estimate for 2014),  Deck Structure Type: Open Grating

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Structure Number: 26152,  Location: S.COTTAGE RD,JACKSON TWP (Lat: 41.250217,  Lng: -80.172328),  Route carried "on" structure: City street 7210,  Year Built: 1981,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 241 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 340 (year 2039),  Design Load: HS 20,  Features Intersected: OVER YELLOW CREEK,  Facility Carried by Structure: BRIDGE 2115,T-732
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 46214,  Location: FAIRVIEW TWP (Lat: 41.331806,  Lng: -80.196178),  Route carried "on" structure: State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 438 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 555 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: COOLSPRING CREEK,  Facility Carried by Structure: SR 1004, Stoneboro
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25716,  Location: JACKSON TOWNSHIP (Lat: 41.265444,  Lng: -80.167361),  Route carried "under" structure: Interstate 79,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 7,414 (year 2021),  Truck Traffic: 22%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 62,FRANKLIN RD.
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 17.096,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 25716,  Location: JACKSON TOWNSHIP (Lat: 41.265444,  Lng: -80.167361),  Route carried "under" structure: Interstate 79,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,462 (year 2021),  Truck Traffic: 19%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 62,FRANKLIN RD.
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 17.130,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 25741,  Location: FINDLEY TOWNSHIP (Lat: 41.217286,  Lng: -80.163933),  Route carried "under" structure: Interstate 79,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 7,300 (year 2021),  Truck Traffic: 24%,  Features Intersected: OVER SR 79,NB,  Facility Carried by Structure: SR 2102,CLNTVLLE R
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 11.478,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 25742,  Location: FINDLEY TOWNSHIP (Lat: 41.230894,  Lng: -80.161917),  Route carried "under" structure: Interstate 79,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 7,414 (year 2021),  Truck Traffic: 22%,  Features Intersected: OVER SR 79,SB,  Facility Carried by Structure: SR 2102,CLNTVLLE R
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 11.475,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 25744,  Location: FINDLEY TOWNSHIP (Lat: 41.230731,  Lng: -80.161758),  Route carried "under" structure: State highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,520 (year 2022),  Truck Traffic: 6%,  Features Intersected: OVER SR2014,B&LE,MILL CR,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 15.06m (49.41ft),  Kilometerpoint: 5.684,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 25745,  Location: FINDLEY TOWNSHIP (Lat: 41.230919,  Lng: -80.162114),  Route carried "under" structure: State highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,520 (year 2022),  Truck Traffic: 6%,  Features Intersected: OVER SR2014,B&LE,MILL CR,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 16.15m (52.99ft),  Kilometerpoint: 5.684,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 25746,  Location: JACKSON TOWNSHIP (Lat: 41.241953,  Lng: -80.160611),  Route carried "under" structure: Interstate 79,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 7,414 (year 2021),  Truck Traffic: 22%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 2103,MILL BROOK
Minimum Vertical Clearance: 5.80m (19.03ft),  Kilometerpoint: 14.669,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 25746,  Location: JACKSON TOWNSHIP (Lat: 41.241953,  Lng: -80.160611),  Route carried "under" structure: Interstate 79,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 7,300 (year 2021),  Truck Traffic: 24%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 2103,MILL BROOK
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 14.685,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 25969,  Location: LAKE TOWNSHIP (Lat: 41.312794,  Lng: -80.158733),  Route carried "under" structure: Interstate 79,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,370 (year 2021),  Truck Traffic: 17%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 2019,POOLE ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 22.738,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 25969,  Location: LAKE TOWNSHIP (Lat: 41.312794,  Lng: -80.158733),  Route carried "under" structure: Interstate 79,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,462 (year 2021),  Truck Traffic: 19%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 2019,POOLE ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 22.755,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)