Bridge Statistics for Frisco, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 180430009104071,  Location: 0.4 MI S OF US 380 (Lat: 33.214656,  Lng: -96.802814),  Route carried "on" structure: State highway 289,  Year Built: 2005,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 35,557 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,670 (year 2038),  Design Load: HS 20,  Features Intersected: PARVIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.223,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum 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 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430009104072,  Location: 2.95 MI S OF US 380 (Lat: 33.176153,  Lng: -96.803092),  Route carried "on" structure: State highway 289,  Year Built: 2005,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 35,557 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,888 (year 2040),  Design Load: HS 20,  Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.523,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430009104073,  Location: 2.75 MI S OF US 380 (Lat: 33.178925,  Lng: -96.803078),  Route carried "on" structure: State highway 289,  Year Built: 2005,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 35,557 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,888 (year 2040),  Design Load: HS 20,  Features Intersected: PANTHER CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.198,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430009105066,  Location: 0.5 MI S OF FM 3537 (Lat: 33.145572,  Lng: -96.804858),  Route carried "on" structure: State highway 289,  Year Built: 1955,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 22,081 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,477 (year 2040),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.229,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 180430009105067,  Location: 1.3 MI S OF FM 3537 (Lat: 33.133547,  Lng: -96.804500),  Route carried "on" structure: State highway 289,  Year Built: 1955,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 22,081 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,162 (year 2040),  Features Intersected: STEWART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.555,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.0m (6.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 180430009105068,  Location: 1.6 MI S OF FM 3537 (Lat: 33.129531,  Lng: -96.805072),  Route carried "on" structure: State highway 289,  Year Built: 1955,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 22,081 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,162 (year 2040),  Features Intersected: WADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.018,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 18043000950434,  Location: 1 MI S OF US 380 (Lat: 33.186667,  Lng: -96.802778),  Route carried "on" structure: State highway 289,  Year Built: 2013,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 35,557 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,888 (year 2040),  Design Load: HS 20,  Features Intersected: SH 289,  Facility Carried by Structure: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.933,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 27.2m (89.2ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: 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: November 2021

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Structure Number: 180430013511244,  Location: 0.55 MI W of SH 289 (Lat: 33.219100,  Lng: -96.821300),  Route carried "on" structure: US 380,  Year Built: 2017,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 29,549 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 41,370 (year 2037),  Design Load: HL 93,  Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.501,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180430013511245,  Location: 0.5 mi W of SH 289 (Lat: 33.218911,  Lng: -96.821300),  Route carried "on" structure: US 380,  Year Built: 2019,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 26,200 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 45,600 (year 2030),  Design Load: HL 93,  Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.501,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430013511246,  Location: US 380 AT SH 289 (Lat: 33.218772,  Lng: -96.803539),  Route carried "on" structure: US 380,  Year Built: 2019,  Status: Open,  Structure Length: 47.24m (154.99ft),  Average Daily Traffic: 26,200 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,600 (year 2030),  Design Load: HL 93,  Features Intersected: SH 289
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430013512084,  Location: 1.95 MI E OF SH 289 (Lat: 33.152533,  Lng: -96.769639),  Route carried "on" structure: State highway 3537,  Year Built: 1954,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 21,479 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,615 (year 2040),  Features Intersected: WEST ROWLETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.248,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 180430036404123,  Location: DNT/SH 121 INTERCHANGE (Lat: 33.090942,  Lng: -96.823703),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Status: Open,  Structure Length: 15.67m (51.41ft),  Average Daily Traffic: 55,316 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 77,443 (year 2038),  Design Load: HS 20,  Features Intersected: DNT FRONTAGE ROADS
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 36.271,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430036404132,  Location: 0.1 MI W OF FM 2478 (Lat: 33.124422,  Lng: -96.736575),  Route carried "on" structure: ServiceState highway 121,  Year Built: 2005,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 16,761 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,465 (year 2040),  Design Load: HS 20,  Features Intersected: W ROWLETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.431,  Lanes on structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to 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: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430036404136,  Location: 5.5 MI W OF US 75 (Lat: 33.125247,  Lng: -96.733353),  Route carried "on" structure: Other road 121,  Year Built: 2005,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 55,624 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 38,934 (year 2040),  Design Load: HS 20,  Features Intersected: CUSTER RD (FM 2478)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.127,  Lanes on structure: 3,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430036404142,  Location: 0.1 MI W OF CUSTER RD (Lat: 33.125297,  Lng: -96.734522),  Route carried "on" structure: ServiceState highway 121,  Year Built: 2005,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 16,761 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,465 (year 2038),  Design Load: HS 20,  Features Intersected: BR OF WEST ROWLETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.335,  Lanes on structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 180430036404164,  Location: 0.5 MI NE OF DNT (Lat: 33.093275,  Lng: -96.815231),  Route carried "on" structure: Other road 121,  Year Built: 2008,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 105,520 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 154,885 (year 2038),  Design Load: HS 20,  Features Intersected: PARKWOOD BOULEVARD,  Facility Carried by Structure: SRT SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.512,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404167,  Location: AT SH 289 (PRESTON) INT (Lat: 33.096567,  Lng: -96.807036),  Route carried "on" structure: Other road 121,  Year Built: 2008,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 29.26m (96.00ft),  Average Daily Traffic: 55,316 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 77,443 (year 2038),  Design Load: HS 20,  Features Intersected: SH 289,  Facility Carried by Structure: SRT SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.736,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18043003640417,  Location: 1.4 MI NE OF SH 289 (Lat: 33.106114,  Lng: -96.784325),  Route carried "on" structure: ServiceState highway 121,  Year Built: 2008,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 20,544 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,320 (year 2038),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.441,  Lanes on structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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,  Length Of Structure Improvement: 16.76m (54.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $54,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404178,  Location: 1.0 MI SW OF DNT (Lat: 33.086556,  Lng: -96.839433),  Route carried "on" structure: Other road 121,  Year Built: 2010,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 110,632 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 154,885 (year 2038),  Design Load: HS 20,  Features Intersected: LEGACY DRIVE,  Facility Carried by Structure: SRT SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404182,  Location: 0.15 MI SW OF IND PARKWAY (Lat: 33.118661,  Lng: -96.753303),  Route carried "on" structure: State highway 121,  Year Built: 2007,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 22,081 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,320 (year 2038),  Design Load: HS 20,  Features Intersected: NW TRIB OF YOUNGS BR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.182,  Lanes on structure: 2,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404184,  Location: 0.2 MI NE OF IND PARKWAY (Lat: 33.120867,  Lng: -96.747275),  Route carried "on" structure: State highway 121,  Year Built: 2007,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 22,081 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,320 (year 2038),  Design Load: HS 20,  Features Intersected: NE TRIB OF YOUNGS BR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.606,  Lanes on structure: 3,  Owner: Local Toll Authority,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum 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: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404186,  Location: 0.05 MI W OF SH 289 (Lat: 33.096719,  Lng: -96.806522),  Route carried "on" structure: State highway 121,  Year Built: 1995,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 110,632 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 154,885 (year 2038),  Design Load: HS 20,  Features Intersected: PALMERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.590,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 63.4m (208.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 180430036404622,  Location: DNT AT SH 121 TOLL RD (Lat: 33.092475,  Lng: -96.823058),  Route carried "on" structure: Other road ,  Year Built: 2009,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 39.32m (129.00ft),  Average Daily Traffic: 6,300 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,000 (year 2028),  Design Load: HS 20,  Features Intersected: SRT TOLL RD,  Facility Carried by Structure: DNT SB ML
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 12.588,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404623,  Location: DNT AT SH 121 TOLL RD (Lat: 33.092533,  Lng: -96.822844),  Route carried "on" structure: Other road ,  Year Built: 2009,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 43.83m (143.80ft),  Average Daily Traffic: 56,198 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 78,677 (year 2038),  Design Load: HS 20,  Features Intersected: SRT TOLL RD,  Facility Carried by Structure: HDQ-NDNT & DNT NB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 12.588,  Lanes on structure: 4,  Lanes under structure: 16,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404626,  Location: DNT & SH 121 TOLL RD (Lat: 33.092300,  Lng: -96.820400),  Route carried "on" structure: Other road 121,  Year Built: 2011,  Status: Open,  Structure Length: 26.27m (86.19ft),  Average Daily Traffic: 800 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 900 (year 2030),  Design Load: HL 93,  Features Intersected: SH 121 SBFR & DNT NBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 78.9m (258.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404628,  Location: DNT & SH 121 TOLL RD (Lat: 33.089217,  Lng: -96.831267),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 123.54m (405.31ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,000 (year 2030),  Design Load: HL 93,  Features Intersected: DNT SBFR & SH 121 SBFR,  Facility Carried by Structure: DNT S TO SH 121 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 31,  Length of Maximum Span: 69.5m (228.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404629,  Location: DNT & SH 121 TOLL RD (Lat: 33.092750,  Lng: -96.823267),  Route carried "on" structure: Other road 121,  Year Built: 2011,  Status: Open,  Structure Length: 28.16m (92.39ft),  Average Daily Traffic: 20,206 (year 2018),  Average Future Daily Traffic: 28,288 (year 2038),  Design Load: HL 93,  Features Intersected: DNT & SH 121
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 12,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 67.4m (221.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404634,  Location: 0.4 MI E OF DNT (Lat: 33.093867,  Lng: -96.814233),  Route carried "on" structure: Other road 121,  Year Built: 2011,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,700 (year 2030),  Design Load: HL 93,  Features Intersected: PARKWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404635,  Location: 0.7 MI E OF DNT (Lat: 33.094931,  Lng: -96.811561),  Route carried "on" structure: Other road 121,  Year Built: 2011,  Status: Open,  Structure Length: 21.82m (71.59ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,700 (year 2030),  Design Load: HL 93,  Features Intersected: EXIT RAMP TO SH 121 SBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309D0470031,  Location: 0.75 MI N OF SH 121 (Lat: 33.102347,  Lng: -96.822603),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,000 (year 2031),  Design Load: HS 20,  Features Intersected: GAYLORD PARKWAY,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 7,  Lanes under structure: 11,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1804309D0470032,  Location: 1.1 MI N OF SH 121 (Lat: 33.106464,  Lng: -96.823436),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 4,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,000 (year 2031),  Design Load: HS 20,  Features Intersected: DALLAS NORTH TOLLWAY,  Facility Carried by Structure: EB WARREN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1804309D0470033,  Location: 1.7 MI N OF SH 121 (Lat: 33.116731,  Lng: -96.822644),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,000 (year 2031),  Design Load: HS 20,  Features Intersected: JOHN HICKMAN PARKWAY,  Facility Carried by Structure: DN TOLLWAY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1804309D0470034,  Location: 1.7 MI N OF SH 121 (Lat: 33.116761,  Lng: -96.822917),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,000 (year 2031),  Design Load: HS 20,  Features Intersected: JOHN HICKMAN PARKWAY,  Facility Carried by Structure: DN TOLLWAY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 9,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1804309D0470035,  Location: 2.3 MI N OF SH 121 (Lat: 33.123517,  Lng: -96.822956),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 4,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,000 (year 2031),  Design Load: HS 20,  Features Intersected: DALLAS NORTH TOLLWAY,  Facility Carried by Structure: EB LEBANON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1804309D0470036,  Location: 1.75 MI S OF MAIN ST (Lat: 33.131342,  Lng: -96.825075),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 17,842 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,000 (year 2031),  Design Load: HS 20,  Features Intersected: DALLAS NORTH TOLLWAY,  Facility Carried by Structure: EB STONEBROK Prkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1804309D0470037,  Location: 0.9 MI S OF MAIN STREET (Lat: 33.138814,  Lng: -96.836869),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 29.72m (97.51ft),  Average Daily Traffic: 50,558 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,614 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD,  Facility Carried by Structure: DNT NBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1804309D0470038,  Location: 0.9 MI S OF MAIN STREET (Lat: 33.138667,  Lng: -96.837083),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 29.72m (97.51ft),  Average Daily Traffic: 50,558 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,614 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD,  Facility Carried by Structure: DNT SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1804309D0470039,  Location: 0.6 MI S OF MAIN STREET (Lat: 33.144544,  Lng: -96.838969),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 24.08m (79.00ft),  Average Daily Traffic: 50,558 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,614 (year 2041),  Design Load: HS 20,  Features Intersected: STEWART CREEK,  Facility Carried by Structure: DN TOLLWAY NBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1804309D047004,  Location: 0.6 MI S OF MAIN STREET (Lat: 33.144475,  Lng: -96.839247),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 24.08m (79.00ft),  Average Daily Traffic: 50,558 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,614 (year 2041),  Design Load: HS 20,  Features Intersected: STEWART CREEK,  Facility Carried by Structure: DN TOLLWAY SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.833,  Lanes on structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1804309D0470041,  Location: 0.5 MI S OF MAIN STREET (Lat: 33.146150,  Lng: -96.839050),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 50,558 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,614 (year 2041),  Design Load: HS 20,  Features Intersected: COTTON GIN RD,  Facility Carried by Structure: DN TOLLWAY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1804309D0470042,  Location: 0.5 MI S OF MAIN STREET (Lat: 33.146153,  Lng: -96.839328),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 50,558 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,614 (year 2041),  Design Load: HS 20,  Features Intersected: COTTON GIN RD,  Facility Carried by Structure: DN TOLLWAY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels