Bridge Statistics for Cecil-Bishop, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 689,  Location: 1/2 MI FROM WASH CO LINE (Lat: 40.338342,  Lng: -80.175939),  Route carried "on" structure: State highway 50,  Year Built: 1972,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 9,171 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,982 (year 2032),  Design Load: HS 20,  Features Intersected: MILLERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.618,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: 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: October 2020

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Structure Number: 69,  Location: 1 MI N OF WASH COUNT LINE (Lat: 40.342519,  Lng: -80.169903),  Route carried "on" structure: State highway 50,  Year Built: 1972,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 8,678 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,104 (year 2032),  Design Load: HS 20,  Features Intersected: MILLERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: 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: October 2020

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Structure Number: 2242,  Location: MS06 MILLERS RUN NO. 6 (Lat: 40.337706,  Lng: -80.173275),  Route carried "on" structure: City street ,  Year Built: 1890,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 250 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2033),  Design Load: HS 20,  Features Intersected: MILLERS RUN,  Facility Carried by Structure: PARKS RUN RD
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: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 87.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $186,000,  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: 34422,  Location: CECIL TOWNSHIP (Lat: 40.329750,  Lng: -80.184664),  Route carried "on" structure: State highway 50,  Year Built: 1975,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 8,287 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,439 (year 2032),  Design Load: HS 20,  Features Intersected: REISSING RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.106,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021

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Structure Number: 34759,  Location: CECIL TOWNSHIP (Lat: 40.321744,  Lng: -80.232439),  Route carried "on" structure: State highway 980,  Year Built: 1985,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 3,611 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,587 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BRANCH OF MILLERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.801,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  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: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34775,  Location: CECIL TOWNSHIP (Lat: 40.319303,  Lng: -80.201494),  Route carried "on" structure: State highway ,  Year Built: 1956,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 4,020 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,299 (year 2032),  Design Load: HL 93,  Features Intersected: MILLERS RUN,  Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.139,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.7 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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $306,000,  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: 35259,  Location: COWDEN BRIDGE (Lat: 40.319892,  Lng: -80.208108),  Route carried "on" structure: City street T820,  Year Built: 1987,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 300 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 350 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: MILLERS RUN,  Facility Carried by Structure: COWDEN ROAD TR820
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 79.8 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: Somewhat better than minimum adequacy,  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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $83,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39908,  Location: NE OF CECIL, N OF PA 50 (Lat: 40.330722,  Lng: -80.187611),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 50 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY OF MILLERS RUN,  Facility Carried by Structure: CREEDMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 79.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $714,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39909,  Location: SOUTH OF PA50 NEAR BISHOP (Lat: 40.319178,  Lng: -80.206783),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Closed,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 200 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 220 (year 2025),  Design Load: H 15,  Features Intersected: MILLERS RUN,  Facility Carried by Structure: RIDGEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Imminent failure,  Substructure: Poor,  Channel: Poor,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47255,  Location: Cecil Township (Lat: 40.340831,  Lng: -80.195858),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,569 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,612 (year 2032),  Design Load: HL 93,  Features Intersected: Branch of Miller's Run,  Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.622,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.0 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 54018,  Location: CECIL TOWNSHIP (Lat: 40.320794,  Lng: -80.229797),  Route carried "on" structure: State highway 50,  Year Built: 2018,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 4,178 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,027 (year 2037),  Design Load: HL 93,  Features Intersected: MILLER RUN,  Facility Carried by Structure: BISHOP HICKORY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.616,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 54377,  Location: 50' South of SR0050 (Lat: 40.327400,  Lng: -80.189000),  Route carried "on" structure: City street T708,  Year Built: 2016,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 400 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 400 (year 2027),  Design Load: HL 93,  Features Intersected: MILLERS RUN,  Facility Carried by Structure: MAWHINEY RD TR708
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57205,  Location: MP 17.97 on Rt. 576 (Lat: 40.331361,  Lng: -80.168417),  Route carried "on" structure: County highway 872,  Year Built: 2019,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 400 (year 2030),  Design Load: HL 93,  Features Intersected: SR 576(Southern Beltway),  Facility Carried by Structure: Hickory Grade Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.1m (193.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57211,  Location: MP 15.28 on Rt. 576 (Lat: 40.342578,  Lng: -80.190678),  Route carried "on" structure: ServiceCounty highway 50,  Year Built: 2019,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 290 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 450 (year 2030),  Design Load: HL 93,  Features Intersected: SR 576 Southern Beltway,  Facility Carried by Structure: Cecil Sturgeon Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6783,  Location: MP 15.93 on Rt 3001 (Lat: 40.337839,  Lng: -80.180417),  Route carried "on" structure: Ramp Other road 50,  Year Built: 2017,  Status: Open,  Structure Length: 20.97m (68.80ft),  Average Daily Traffic: 1 (year 2020),  Average Future Daily Traffic: 1 (year 2040),  Design Load: HL 93,  Features Intersected: SR 3001 - Miller Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 80.8m (265.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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