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

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Structure Number: 18043000090544,  Location: 0.8 MI NE OF FM 1777 (Lat: 32.991461,  Lng: -96.311917),  Route carried "on" structure: State highway 66,  Year Built: 2005,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 3,229 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,521 (year 2040),  Design Load: HS 20,  Features Intersected: SABINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.090,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18043000470624,  Location: 0.60 MI N OF 15TH ST (Lat: 33.028442,  Lng: -96.709247),  Route carried "on" structure: City street 27,  Year Built: 1981,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 19,170 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,978 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.518,  Lanes on structure: 6,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Satisfactory,  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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430004706276,  Location: 1.10 MI N OF G BUSH TPKE (Lat: 33.019736,  Lng: -96.709525),  Route carried "on" structure: US 75,  Year Built: 1989,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 198,758 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 146,245 (year 2038),  Design Load: HS 20,  Features Intersected: E 15TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.647,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 1 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: 33.8m (110.9ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430004706277,  Location: US 75 & SPRING CRK PKWY (Lat: 33.057181,  Lng: -96.694158),  Route carried "on" structure: US 75,  Year Built: 1989,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 92,786 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 129,901 (year 2038),  Design Load: HS 20,  Features Intersected: SPRING CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.170,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 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: 37.2m (122.0ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.3m (73.2ft)

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: Meets minimum limits,  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 Cast-file-Place

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Structure Number: 180430004706281,  Location: 0.25 MI N OF 15TH ST (Lat: 33.023692,  Lng: -96.710167),  Route carried "on" structure: US 75,  Year Built: 1989,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 198,758 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 345,797 (year 2038),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.264,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.2m (240.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 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: 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: October 2021

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Structure Number: 180430004706282,  Location: 0.45 MI N OF 15TH ST (Lat: 33.026567,  Lng: -96.709736),  Route carried "on" structure: US 75,  Year Built: 1989,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 198,758 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 345,797 (year 2018),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.936,  Lanes on structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 68.3m (224.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 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: 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: October 2021

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Structure Number: 180430004706283,  Location: 0.30 MI N OF PARKER RD (Lat: 33.040644,  Lng: -96.702894),  Route carried "on" structure: US 75,  Year Built: 1989,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 176,664 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 259,801 (year 2038),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.157,  Lanes on structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 67.7m (222.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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: 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: 180430004706284,  Location: 0.80 MI S OF SPRING CREEK (Lat: 33.046517,  Lng: -96.699769),  Route carried "on" structure: US 75,  Year Built: 1989,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 176,664 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 337,633 (year 2038),  Design Load: HS 20,  Features Intersected: BOWMAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.485,  Lanes on structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 67.7m (222.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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: 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: 180430004706285,  Location: 0.7 MI S OF SPRING CREEK (Lat: 33.047631,  Lng: -96.699194),  Route carried "on" structure: US 75,  Year Built: 1989,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 176,664 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 337,633 (year 2038),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.343,  Lanes on structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 75.3m (247.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 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: 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: October 2021

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Structure Number: 180430004706286,  Location: 0.15 MI S OF SPRING CREEK (Lat: 33.055281,  Lng: -96.695156),  Route carried "on" structure: US 75,  Year Built: 1989,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 176,664 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 337,633 (year 2018),  Design Load: HS 20,  Features Intersected: BROWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.434,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.2m (240.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 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: 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: October 2021

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Structure Number: 180430004706297,  Location: 2.55 MI S OF FM 2170 (Lat: 33.066097,  Lng: -96.690289),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 17,047 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,101 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: LEGACY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 7,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $63,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430004706299,  Location: 1.90 MI S OF FM 2170 (Lat: 33.075406,  Lng: -96.686458),  Route carried "on" structure: US 75,  Year Built: 1992,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 82,600 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 125,500 (year 2035),  Design Load: HS 20,  Features Intersected: ROWLETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.000,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.3m (73.2ft)

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,  Length Of Structure Improvement: 8.53m (27.99ft),  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: 1804300047063,  Location: 1.90 MI S OF FM 2170 (Lat: 33.075422,  Lng: -96.686583),  Route carried "on" structure: US 75,  Year Built: 1992,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 80,567 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 112,793 (year 2038),  Design Load: HS 20,  Features Intersected: ROWLETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  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,  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: 180430004706301,  Location: 1.90 MI S OF FM 2170 (Lat: 33.075325,  Lng: -96.686800),  Route carried "on" structure: ServiceUS 75,  Year Built: 1992,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 16,740 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,440 (year 2033),  Design Load: HS 20,  Features Intersected: ROWLETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.028,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180430004706346,  Location: 0.20 MI S OF PLANO PKWY (Lat: 33.006747,  Lng: -96.707914),  Route carried "on" structure: US 75,  Year Built: 1992,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 217,943 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 429,430 (year 2038),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.127,  Lanes on structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 84.1m (275.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 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: 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: October 2021

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Structure Number: 180430004706427,  Location: 1.10 MI N OF G BUSH TNPKE (Lat: 33.019375,  Lng: -96.709569),  Route carried "on" structure: US 75,  Year Built: 1989,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 109,019 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 146,245 (year 2038),  Design Load: HS 20,  Features Intersected: E 15TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.647,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 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: 33.8m (110.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.3m (73.2ft)

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

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Structure Number: 180430004706428,  Location: AT US 75-SPRING CRK PKWAY (Lat: 33.057161,  Lng: -96.694339),  Route carried "on" structure: US 75,  Year Built: 1989,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 92,786 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 129,901 (year 2038),  Design Load: HS 20,  Features Intersected: SPRING CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.178,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 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: 37.2m (122.0ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.3m (73.2ft)

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

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Structure Number: 180430004706609,  Location: 1.25 MI N OF 15TH ST (Lat: 33.037711,  Lng: -96.705019),  Route carried "on" structure: City street 25,  Year Built: 2010,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 27,484 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,219 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: PARKER RD-CENTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.511,  Lanes on structure: 8,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 32.6m (107.0ft)

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

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Structure Number: 18043000470661,  Location: 1.25 MI N OF 15TH ST. (Lat: 33.037725,  Lng: -96.704367),  Route carried "on" structure: ServiceCity street 25,  Year Built: 2010,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 9,100 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,740 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: PARKER RD (NORTH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.511,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 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 or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 25.4m (83.3ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430004706611,  Location: 1.25 MI N OF 15TH ST (Lat: 33.037239,  Lng: -96.704889),  Route carried "on" structure: ServiceCity street 25,  Year Built: 2010,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 9,100 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,740 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: PARKER RD (SOUTH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.511,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 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 or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 23.7m (77.8ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430004706662,  Location: 0.3 mi N of PGBT (Lat: 33.009089,  Lng: -96.707939),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 32,450 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,845 (year 2032),  Design Load: HL 93,  Features Intersected: US 75,  Facility Carried by Structure: Plano Pkwy. EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.872,  Lanes on structure: 5,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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: March 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430004706663,  Location: 0.3 mi N of PGBT (Lat: 33.009089,  Lng: -96.707939),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 32,450 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,845 (year 2032),  Design Load: HL 93,  Features Intersected: US 75,  Facility Carried by Structure: Plano Pkwy. WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.872,  Lanes on structure: 5,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 25.6m (84.0ft)

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: 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: March 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430009105038,  Location: 0.05 MI N OF SPRING CRK (Lat: 33.057344,  Lng: -96.795472),  Route carried "on" structure: State highway 289,  Year Built: 1955,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 33,476 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,866 (year 2040),  Features Intersected: WELLS CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.292,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 44.5m (146.0ft)

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,  Deck Geometry: High priority of replacement,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430009105039,  Location: 0.50 MI S OF SPRING CRK (Lat: 33.049136,  Lng: -96.794397),  Route carried "on" structure: State highway 289,  Year Built: 1955,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 33,476 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,866 (year 2040),  Features Intersected: HARRINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.214,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 34.1m (111.9ft)

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,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18043000910504,  Location: 0.60 MI S OF PARKER ROAD (Lat: 33.033353,  Lng: -96.794708),  Route carried "on" structure: State highway 289,  Year Built: 1955,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 33,476 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,866 (year 2040),  Features Intersected: JOHNSTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.975,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 34.1m (111.9ft)

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,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430009105053,  Location: 0.05 MI N OF G BUSH TPKE (Lat: 33.013242,  Lng: -96.795564),  Route carried "on" structure: State highway 289,  Year Built: 1989,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 34,132 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,785 (year 2040),  Design Load: HS 20,  Features Intersected: KCS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.265,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 33.3m (109.3ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430009105054,  Location: 0.20 MI S OF LEGACY DR (Lat: 33.068383,  Lng: -96.796117),  Route carried "on" structure: State highway 289,  Year Built: 1989,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 33,476 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 63,095 (year 2038),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.033,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 60.7m (199.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430009105055,  Location: 0.35 MI S OF SPRING CRK (Lat: 33.051119,  Lng: -96.794378),  Route carried "on" structure: State highway 289,  Year Built: 1955,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 33,476 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,866 (year 2040),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.913,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430009105056,  Location: 0.35 MI S OF PARKER ROAD (Lat: 33.037103,  Lng: -96.794575),  Route carried "on" structure: State highway 289,  Year Built: 1955,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 33,476 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,866 (year 2040),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.437,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Channel: Satisfactory,  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,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430009105057,  Location: 1.70 MI S OF SH 121 (Lat: 33.075186,  Lng: -96.796003),  Route carried "on" structure: State highway 289,  Year Built: 1993,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 33,476 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 44,438 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.485,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft)

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: 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: 180430009105058,  Location: 1.25 MI S OF SH 121 (Lat: 33.081083,  Lng: -96.799253),  Route carried "on" structure: State highway 289,  Year Built: 1993,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 11,324 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,219 (year 2040),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.546,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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 or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.1m (56.1ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430009105059,  Location: 1.25 MI S OF SH 121 (Lat: 33.081008,  Lng: -96.799342),  Route carried "on" structure: State highway 289,  Year Built: 1993,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 10,895 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,219 (year 2040),  Design Load: HS 20,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.550,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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 or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.1m (56.1ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18043000910506,  Location: 0.8 MI S OF SH 121 (Lat: 33.084978,  Lng: -96.803431),  Route carried "on" structure: State highway 289,  Year Built: 1993,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 22,219 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,455 (year 2038),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.964,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  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-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430009105061,  Location: 0.4 MI. S. OF SH 121 (Lat: 33.090447,  Lng: -96.805494),  Route carried "on" structure: State highway 289,  Year Built: 1993,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 22,219 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 44,438 (year 2040),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.285,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 40.8m (133.9ft)

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,  Deck Geometry: High priority of replacement,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430036404122,  Location: DNT/SH 121 INTERCHANGE (Lat: 33.090567,  Lng: -96.823744),  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: 5.79m (19.00ft),  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: 20.5m (67.3ft),  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430036404133,  Location: 0.1 MI W OF FM 2478 (Lat: 33.123575,  Lng: -96.735622),  Route carried "on" structure: ServiceState highway 121,  Year Built: 2005,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 19,488 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,283 (year 2040),  Design Load: HS 20,  Features Intersected: W ROWLETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.415,  Lanes on structure: 3,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430036404134,  Location: 0.1 MI W OF FM 2478 (Lat: 33.124206,  Lng: -96.736039),  Route carried "on" structure: Other road 121,  Year Built: 2005,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 55,624 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 77,874 (year 2040),  Design Load: HS 20,  Features Intersected: W ROWLETT CREEK,  Facility Carried by Structure: SRT SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.663,  Lanes on structure: 3,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  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: 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: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430036404135,  Location: 0.1 MI W OF FM 2478 (Lat: 33.123933,  Lng: -96.735753),  Route carried "on" structure: Other road 121,  Year Built: 2005,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 55,624 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 77,874 (year 2040),  Design Load: HS 20,  Features Intersected: W ROWLETT CREEK,  Facility Carried by Structure: SRT NBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.394,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  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: 39.6m (129.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.0m (82.0ft)

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: 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: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430036404137,  Location: 5.5 MI W OF US 75 (Lat: 33.124964,  Lng: -96.733219),  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: 38,937 (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: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  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: 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: 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: 180430036404165,  Location: 0.5 MI NE OF DNT (Lat: 33.092958,  Lng: -96.815086),  Route carried "on" structure: Other road 121,  Year Built: 2008,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 65,518 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 91,725 (year 2038),  Design Load: HS 20,  Features Intersected: PARKWOOD BOULEVARD,  Facility Carried by Structure: SRT NBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.512,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  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: 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: 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: 180430036404166,  Location: 0.53 MI NE OF DNT (Lat: 33.094083,  Lng: -96.811556),  Route carried "on" structure: Other road 121,  Year Built: 2009,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 21,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 40,210 (year 2030),  Design Load: HS 20,  Features Intersected: SRT NB ON RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.464,  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: 4,  Length of Maximum Span: 30.5m (100.1ft),  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 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,  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