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

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Structure Number: 180430036404168,  Location: AT SH 289 (PRESTON) INT (Lat: 33.096150,  Lng: -96.807064),  Route carried "on" structure: Other road 121,  Year Built: 2008,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 29.26m (96.00ft),  Average Daily Traffic: 65,518 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,725 (year 2038),  Design Load: HS 20,  Features Intersected: SH 289,  Facility Carried by Structure: SRT NB ML
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: Superior to present desirable 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: 180430036404169,  Location: AT INT SH 121 & SH 289 (Lat: 33.097083,  Lng: -96.805556),  Route carried "on" structure: State highway 289,  Year Built: 2008,  Status: Open,  Structure Length: 22.07m (72.41ft),  Average Daily Traffic: 22,081 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,543 (year 2038),  Design Load: HS 20,  Features Intersected: SH 121 FRONTAGE ROADS
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 37.641,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.2m (76.1ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: 180430036404171,  Location: 1.4 MI NE OF SH 289 (Lat: 33.104678,  Lng: -96.785347),  Route carried "on" structure: State highway 121,  Year Built: 2007,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 22,081 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,052 (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,  Base Highway Network: Yes,  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: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.5m (50.9ft)

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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.06m (33.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404177,  Location: 1.15 MI SW OF DALLAS PKWY (Lat: 33.085503,  Lng: -96.840217),  Route carried "on" structure: State highway 121,  Year Built: 2007,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 204,044 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 285,662 (year 2038),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 19,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 89.0m (292.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 89.0m (292.0ft),  Out-to-Out Width: 160.9m (527.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 180430036404179,  Location: 1.0 MI SW OF DNT (Lat: 33.086228,  Lng: -96.839347),  Route carried "on" structure: Other road 121,  Year Built: 2010,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 111,472 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,725 (year 2038),  Design Load: HS 20,  Features Intersected: LEGACY DRIVE,  Facility Carried by Structure: SRT NB
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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404183,  Location: 0.15 MI SW OF IND PARKWAY (Lat: 33.117761,  Lng: -96.752828),  Route carried "on" structure: State highway 121,  Year Built: 2008,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 22,081 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,052 (year 2038),  Design Load: HS 20,  Features Intersected: NW TRIB OF YOUNGS BR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.128,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: 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: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $29,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404185,  Location: 0.2 MI NE OF IND PARKWAY (Lat: 33.120014,  Lng: -96.746853),  Route carried "on" structure: State highway 121,  Year Built: 2008,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 65,518 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,725 (year 2038),  Design Load: HS 20,  Features Intersected: NE TRIB OF YOUNGS BR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.604,  Lanes on structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.5m (50.9ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18043003640419,  Location: 0.5 MI NE OF SH 289 (Lat: 33.100306,  Lng: -96.797639),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 14.51m (47.60ft),  Average Daily Traffic: 13,948 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,527 (year 2038),  Design Load: HS 20,  Features Intersected: SRT,  Facility Carried by Structure: OHIO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.529,  Lanes on structure: 5,  Lanes under structure: 16,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 31.1m (102.0ft)

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: Equal to present minimum criteria,  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: 180430036404426,  Location: 1.1 MI NE OF SH 289 (Lat: 33.103597,  Lng: -96.788881),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 55,316 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 77,443 (year 2038),  Design Load: HS 20,  Features Intersected: HILLCREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.792,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  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: Somewhat better than minimum adequacy,  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: 180430036404427,  Location: 1.1 MI NE OF SH 289 (Lat: 33.103947,  Lng: -96.788853),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 104,741 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 77,442 (year 2038),  Design Load: HS 20,  Features Intersected: HILLCREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.792,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  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: Somewhat better than minimum adequacy,  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: 180430036404428,  Location: 1.4 MI NE OF SH 289 (Lat: 33.105067,  Lng: -96.785250),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 17.53m (57.51ft),  Average Daily Traffic: 32,759 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,862 (year 2038),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.441,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.0m (82.0ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404429,  Location: 1.4 MI NE OF SH 289 (Lat: 33.105511,  Lng: -96.784958),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 20.42m (66.99ft),  Average Daily Traffic: 110,632 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 154,885 (year 2038),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.441,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 26.2m (86.0ft)

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: Better than 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404432,  Location: 2.2 MI SW OF FM 2478 (Lat: 33.111794,  Lng: -96.768664),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 65,518 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,725 (year 2038),  Design Load: HL 93,  Features Intersected: COIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.700,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 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: 38.4m (126.0ft),  Curb-To-Curb Width: 24.3m (79.7ft),  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 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404433,  Location: 2.2 MI SW OF FM 2478 (Lat: 33.112117,  Lng: -96.768617),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 55,316 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 77,442 (year 2038),  Design Load: HL 93,  Features Intersected: COIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.700,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 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: 38.4m (126.0ft),  Curb-To-Curb Width: 24.3m (79.7ft),  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 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404434,  Location: 0.15 MI SW OF IND PARKWAY (Lat: 33.118114,  Lng: -96.753575),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 55,316 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 77,443 (year 2038),  Design Load: HL 93,  Features Intersected: NW TRIB OF YOUNGS BR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.182,  Lanes on structure: 5,  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: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Superior to present desirable criteria,  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: 180430036404435,  Location: 0.15 MI SW OF IND PARKWAY (Lat: 33.117758,  Lng: -96.753475),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 65,518 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,725 (year 2038),  Design Load: HL 93,  Features Intersected: NW TRIB OF YOUNGS BR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.128,  Lanes on structure: 5,  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: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  Waterway Adequacy: Superior to present desirable criteria,  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: 180430036404436,  Location: 1.1 MI SW OF FM 2478 (Lat: 33.118911,  Lng: -96.751342),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 55,316 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 77,443 (year 2038),  Design Load: HL 93,  Features Intersected: INDEPENDENCE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.930,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 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: 38.4m (126.0ft),  Curb-To-Curb Width: 24.3m (79.7ft),  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 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404437,  Location: 1.1 MI SW OF FM 2478 (Lat: 33.118586,  Lng: -96.751311),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 55,316 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 77,443 (year 2038),  Design Load: HL 93,  Features Intersected: INDEPENDENCE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.930,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 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: 38.4m (126.0ft),  Curb-To-Curb Width: 24.3m (79.7ft),  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 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404438,  Location: 0.2 MI NE OF IND PARKWAY (Lat: 33.120119,  Lng: -96.747989),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 65,518 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,725 (year 2038),  Design Load: HL 93,  Features Intersected: NE TRIB OF YOUNGS BR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.606,  Lanes on structure: 5,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404439,  Location: 0.2 MI NE OF IND PARKWAY (Lat: 33.119811,  Lng: -96.747883),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 32,759 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,862 (year 2038),  Design Load: HL 93,  Features Intersected: NE TRIB OF YOUNGS BR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.604,  Lanes on structure: 5,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Superior to present desirable criteria,  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: 180430036404624,  Location: DNT & SH 121 TOLL RD (Lat: 33.089733,  Lng: -96.825650),  Route carried "on" structure: Other road 121,  Year Built: 2011,  Status: Open,  Structure Length: 31.82m (104.40ft),  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,600 (year 2030),  Design Load: HL 93,  Features Intersected: SH 121 NBFR & DNT SBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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: 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 Precast Panels

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Structure Number: 180430036404625,  Location: DNT & SH 121 TOLL RD (Lat: 33.088183,  Lng: -96.831133),  Route carried "on" structure: Other road 121,  Year Built: 2011,  Status: Open,  Structure Length: 130.45m (427.99ft),  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 & SH 121
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 24,  Length of Maximum Span: 91.7m (300.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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: 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: 180430036404627,  Location: DNT SH 121 TOLL RD (Lat: 33.080817,  Lng: -96.824750),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 172.27m (565.19ft),  Average Daily Traffic: 3,990 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,586 (year 2038),  Design Load: HL 93,  Features Intersected: DNT SRT HDQ DR,  Facility Carried by Structure: SRT S TO DNT S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 12,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 32,  Length of Maximum Span: 89.6m (294.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  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 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: 18043003640463,  Location: DNT & SH 121 TOLL RD (Lat: 33.089350,  Lng: -96.822750),  Route carried "on" structure: Other road 121,  Year Built: 2011,  Status: Open,  Structure Length: 29.02m (95.21ft),  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,600 (year 2030),  Design Load: HL 93,  Features Intersected: DNT & SH 121
Minimum Vertical Clearance: 5.49m (18.01ft),  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: 4,  Length of Maximum Span: 87.5m (287.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

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: Somewhat better than minimum adequacy,  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: 180430036404631,  Location: DNT & SH 121 TOLL RD (Lat: 33.086117,  Lng: -96.823017),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 80.68m (264.70ft),  Average Daily Traffic: 85 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 128 (year 2038),  Design Load: HL 93,  Features Intersected: DNT NBFR & SH 121 NBFR,  Facility Carried by Structure: DNT N TO SRT N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 20,  Length of Maximum Span: 65.2m (213.9ft),  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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405011,  Location: 0.85 MI E OF US 75 (Lat: 33.003775,  Lng: -96.692694),  Route carried "on" structure: Other road 190,  Year Built: 1991,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 28%,  Average Future Daily Traffic: 5,700 (year 2030),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.186,  Lanes on structure: 15,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 78.0m (255.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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: December 2019

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Structure Number: 180430296405012,  Location: 1.90 MI E OF US 75 (Lat: 33.001156,  Lng: -96.675308),  Route carried "on" structure: Other road 190,  Year Built: 1990,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,350 (year 2030),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.826,  Lanes on structure: 13,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 54.9m (180.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

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: December 2019

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Structure Number: 180430296405021,  Location: 0.2 MI E OF INDEPENDENCE (Lat: 33.004267,  Lng: -96.744397),  Route carried "on" structure: Other road 190,  Year Built: 1992,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 23,664 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,080 (year 2030),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.352,  Lanes on structure: 3,  Toll: On toll road,  Owner: State Highway Agency,  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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.9m (48.9ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405047,  Location: 0.35 MI E OF SH 289 (Lat: 33.011486,  Lng: -96.789103),  Route carried "on" structure: Other road 190,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 39,600 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 99,200 (year 2030),  Features Intersected: MCKAMY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.604,  Lanes on structure: 11,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: December 2021

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Structure Number: 180430296405052,  Location: 0.75 MI SE OF SH 289 (Lat: 33.007547,  Lng: -96.783139),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 23.80m (78.08ft),  Average Daily Traffic: 19,800 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,600 (year 2030),  Design Load: HS 20,  Features Intersected: OHIO DR / MAPLESHADE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.328,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.0m (82.0ft)

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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405054,  Location: 1.10 MI SE OF SH 289 (Lat: 33.004722,  Lng: -96.779117),  Route carried "on" structure: Other road 190,  Year Built: 1999,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 59,110 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,000 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH (C-3)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.851,  Lanes on structure: 14,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 63.4m (208.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 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: December 2019

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Structure Number: 180430296405312,  Location: 6.5 MI N OF IH 635 (Lat: 33.004183,  Lng: -96.717042),  Route carried "on" structure: Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 176.42m (578.81ft),  Average Daily Traffic: 35,500 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,800 (year 2030),  Design Load: HS 20,  Features Intersected: US 75/DART RR/SPRING CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.697,  Lanes on structure: 4,  Lanes under structure: 40,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 48,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405316,  Location: US 75 @ SH 190 (Lat: 33.004522,  Lng: -96.706358),  Route carried "on" structure: Ramp Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 42.95m (140.91ft),  Average Daily Traffic: 65,720 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 65,720 (year 2030),  Design Load: HS 20,  Features Intersected: US 75 CONN J CONN K
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 21.445,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 6,  Length of Maximum Span: 69.2m (227.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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: Better than 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: December 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405318,  Location: US 75 @ SH 190 (Lat: 33.005242,  Lng: -96.708544),  Route carried "on" structure: Ramp Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 35.94m (117.91ft),  Average Daily Traffic: 164,300 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 164,300 (year 2030),  Design Load: HS 20,  Features Intersected: US 75
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 15.731,  Lanes on structure: 1,  Lanes under structure: 16,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 6,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.94m (117.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $74,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405319,  Location: US 75 @ SH 190 (Lat: 33.004675,  Lng: -96.710047),  Route carried "on" structure: Ramp Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 39.38m (129.20ft),  Average Daily Traffic: 16,430 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,430 (year 2030),  Design Load: HS 20,  Features Intersected: US 75 SBFR
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 15.731,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18043029640532,  Location: US 75 @ SH 190 (Lat: 33.004522,  Lng: -96.705753),  Route carried "on" structure: Ramp Other road 190,  Year Built: 1998,  Status: Open,  Structure Length: 56.78m (186.29ft),  Average Daily Traffic: 34,255 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 38,950 (year 2030),  Design Load: HS 20,  Features Intersected: US 75 NBFR / DART RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.731,  Lanes on structure: 1,  Lanes under structure: 10,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 15,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405548,  Location: SH 190 @ Coit Rd. (Lat: 32.999744,  Lng: -96.768247),  Route carried "on" structure: Other road 190,  Year Built: 1999,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 59,366 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,113 (year 2038),  Design Load: HS 20,  Features Intersected: COIT RD,  Facility Carried by Structure: PGBT WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.099,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 24.1m (79.1ft),  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: 35.1m (115.2ft),  Curb-To-Curb Width: 24.1m (79.1ft),  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: 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: 18043029640555,  Location: 2.3 MI W OF US 75 (Lat: 33.003747,  Lng: -96.748658),  Route carried "on" structure: Other road 1,  Year Built: 1999,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 22,957 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,052 (year 2038),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: INDEPENDENCE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.537,  Lanes on structure: 10,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 47.5m (155.8ft)

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: Somewhat better than minimum adequacy,  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: 180430296405551,  Location: 0.20 MI E OF INDEPENDENCE (Lat: 33.004031,  Lng: -96.744822),  Route carried "on" structure: Other road 190,  Year Built: 1999,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 59,366 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,113 (year 2038),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: PGBT WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.352,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Very 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: Better than 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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430296405553,  Location: SH 190 @ Custer Pkwy. (Lat: 33.004075,  Lng: -96.732775),  Route carried "on" structure: Other road 190,  Year Built: 1999,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 59,366 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,113 (year 2038),  Design Load: HS 20,  Features Intersected: CUSTER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.559,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.8m (78.1ft)

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: Somewhat better than minimum adequacy,  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