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

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Structure Number: 18057000921423,  Location: 1.9 MI N OF IH 20 (Lat: 32.683947,  Lng: -96.746094),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 77,810 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 108,934 (year 2040),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK RELIEF 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.589,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214231,  Location: 1.9 MI N OF IH 20 (Lat: 32.684081,  Lng: -96.745897),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 6,650 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,320 (year 2033),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK RELIEF 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.589,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214232,  Location: 2.0 MI N OF IH 20 (Lat: 32.686592,  Lng: -96.747672),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 38,905 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 54,467 (year 2040),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK RELIEF 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.820,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: 180570009214233,  Location: 2.0 MI N OF IH 20 (Lat: 32.686547,  Lng: -96.747589),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 38,905 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 54,467 (year 2040),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK RELIEF 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.820,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 180570009214234,  Location: 2.4 MI N OF IH 20 (Lat: 32.690658,  Lng: -96.749158),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 43,158 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 46,610 (year 2033),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK RELIEF 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.388,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 180570009214235,  Location: 2.4 MI N OF IH 20 (Lat: 32.690708,  Lng: -96.749089),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 43,298 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 46,610 (year 2033),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK RELIEF 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.388,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 180570009214236,  Location: 2.7 MI N OF IH 20 (Lat: 32.695436,  Lng: -96.750967),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 43,158 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 46,610 (year 2033),  Design Load: HS 20,  Features Intersected: FIVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.890,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: 180570009214237,  Location: 2.7 MI N OF IH 20 (Lat: 32.695442,  Lng: -96.750856),  Route carried "on" structure: Interstate 45,  Year Built: 1974,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 43,298 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 46,610 (year 2033),  Design Load: HS 20,  Features Intersected: FIVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.890,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: 180570009214238,  Location: 0.95 MI N of Loop 12 (Lat: 32.714781,  Lng: -96.757578),  Route carried "on" structure: Interstate 45,  Year Built: 1975,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 44,565 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,440 (year 2033),  Design Load: HS 20,  Features Intersected: Linfield St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.192,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 29.3m (96.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

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

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Structure Number: 180570009214239,  Location: 0.95 MI N of Loop 12 (Lat: 32.714531,  Lng: -96.756894),  Route carried "on" structure: Interstate 45,  Year Built: 1975,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 39,062 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,440 (year 2033),  Design Load: HS 20,  Features Intersected: Linfield St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.192,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 29.3m (96.1ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.3m (66.6ft)

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

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Structure Number: 18057000921424,  Location: 0.8 MI N OF LOOP 12 (Lat: 32.713764,  Lng: -96.757053),  Route carried "on" structure: Interstate 45,  Year Built: 1975,  Status: Open,  Structure Length: 13.47m (44.19ft),  Average Daily Traffic: 38,539 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 45,170 (year 2033),  Design Load: HS 20,  Features Intersected: ILLINOIS ST & RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.975,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214241,  Location: 0.8 MI N OF LOOP 12 (Lat: 32.712469,  Lng: -96.755978),  Route carried "on" structure: Interstate 45,  Year Built: 1975,  Status: Open,  Structure Length: 13.47m (44.19ft),  Average Daily Traffic: 39,062 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 45,170 (year 2033),  Design Load: HS 20,  Features Intersected: ILLINOIS ST & RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.975,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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: 180570009214242,  Location: 0.8 MI N of Loop 12 (Lat: 32.712189,  Lng: -96.755011),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1975,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 6,450 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,030 (year 2033),  Design Load: HS 20,  Features Intersected: Illinois St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.902,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214243,  Location: 0.55 MI N of Loop 12 (Lat: 32.708572,  Lng: -96.756081),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1975,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 6,650 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,320 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 SB On Ramp A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.929,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 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-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214244,  Location: 0.6 Mi N of LP 12 (Lat: 32.709725,  Lng: -96.755000),  Route carried "on" structure: Interstate 45,  Year Built: 1975,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 69,065 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 93,220 (year 2033),  Design Load: HS 20,  Features Intersected: Honey Spring Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.050,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 62.2m (204.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 180570009214245,  Location: 0.6 Mi N of LP 12 (Lat: 32.709653,  Lng: -96.754853),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1975,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 6,650 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,320 (year 2033),  Design Load: HS 20,  Features Intersected: Honey Spring Branch
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 18.936,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: 180570009214246,  Location: 0.55 MI N of Loop 12 (Lat: 32.708778,  Lng: -96.754742),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1975,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 6,650 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,320 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 NB On Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.931,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214247,  Location: 0.05 Mi N of LP 12 (Lat: 32.700397,  Lng: -96.755383),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1975,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 6,650 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,320 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.054,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very 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: 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: 180570009214249,  Location: 3.1 Mi N of IH 20 (Lat: 32.700647,  Lng: -96.753589),  Route carried "on" structure: Business State highway 12,  Year Built: 1975,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 27,500 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,840 (year 2035),  Design Load: HS 20,  Features Intersected: IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.977,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 38.7m (127.0ft),  Out-to-Out Width: 39.3m (128.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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: 180570009214254,  Location: 1.3 MI S OF IH 30 (Lat: 32.761283,  Lng: -96.774411),  Route carried "on" structure: Interstate 45,  Year Built: 1976,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 45,129 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,440 (year 2033),  Design Load: HS 20,  Features Intersected: PENNSYLVANIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.207,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Very 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: 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: 180570009214256,  Location: 1.8 MI S OF IH 30 (Lat: 32.748056,  Lng: -96.769486),  Route carried "on" structure: Interstate 45,  Year Built: 1973,  Status: Open,  Structure Length: 331.17m (1086.52ft),  Average Daily Traffic: 44,565 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,440 (year 2033),  Design Load: HS 20,  Features Intersected: TRINITY RIVER UPRR ETC
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 22.355,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 125,  Length of Maximum Span: 146.3m (480.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214257,  Location: 1.8 MI S OF IH 30 (Lat: 32.733314,  Lng: -96.764567),  Route carried "on" structure: Interstate 45,  Year Built: 1973,  Status: Open,  Structure Length: 331.17m (1086.52ft),  Average Daily Traffic: 45,129 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,440 (year 2033),  Design Load: HS 20,  Features Intersected: TRINITY RIVER UPRR etc
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.355,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 123,  Length of Maximum Span: 146.3m (480.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 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: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214302,  Location: 0.4 Mi E of IH 45 (Lat: 32.663147,  Lng: -96.722736),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1973,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 6,010 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 8,420 (year 2033),  Design Load: HS 20,  Features Intersected: SH 310
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.582,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214328,  Location: 1.3 MI S OF IH 30 (Lat: 32.761014,  Lng: -96.774753),  Route carried "on" structure: Interstate 45,  Year Built: 1976,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 44,565 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,440 (year 2033),  Design Load: HS 20,  Features Intersected: PENNSYLVANIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.207,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214405,  Location: 0.1 Mi South of Lamar St. (Lat: 32.745200,  Lng: -96.768300),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 2020,  Status: Open,  Structure Length: 77.02m (252.69ft),  Average Future Daily Traffic: 186,200 (year 2035),  Design Load: HL 93,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 22,  Length of Maximum Span: 70.1m (230.0ft),  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: 30.3 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214406,  Location: 2.0 mi S of IH30 (Lat: 32.745100,  Lng: -96.764661),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 2020,  Status: Open,  Structure Length: 141.97m (465.78ft),  Average Daily Traffic: 25,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 45,000 (year 2031),  Design Load: HL 93,  Features Intersected: IH 45
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 37,  Length of Maximum Span: 79.7m (261.5ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214407,  Location: 1.9 MI S OF IH 30 (Lat: 32.752933,  Lng: -96.771303),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 2021,  Status: Open,  Structure Length: 167.54m (549.67ft),  Average Daily Traffic: 91,088 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 171,800 (year 2035),  Design Load: HL 93,  Features Intersected: LAMAR STREET & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 39,  Length of Maximum Span: 91.4m (299.9ft),  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: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570009214408,  Location: IH 45 at Lamar St (Lat: 32.748089,  Lng: -96.768689),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 2020,  Status: Open,  Structure Length: 48.22m (158.20ft),  Average Daily Traffic: 32,500 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,700 (year 2035),  Design Load: HL 93,  Features Intersected: Lamar St
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 13,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009214409,  Location: 2.0 MI S OF IH 30 (Lat: 32.750494,  Lng: -96.770736),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 2021,  Status: Open,  Structure Length: 10.86m (35.63ft),  Average Daily Traffic: 89,694 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 171,800 (year 2035),  Design Load: HL 93,  Features Intersected: R.O.W.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  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: 18.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18057000921441,  Location: 2.0 MI S OF IH 30 (Lat: 32.751278,  Lng: -96.769939),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 2021,  Status: Open,  Structure Length: 35.84m (117.59ft),  Average Daily Traffic: 89,694 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 93,100 (year 2035),  Design Load: HL 93,  Features Intersected: LAMAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  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: 9,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570009403101,  Location: 0.3 Mi SW of IH 35E (Lat: 32.851275,  Lng: -96.888731),  Route carried "on" structure: Spur State highway 482,  Year Built: 1982,  Status: Open,  Structure Length: 77.18m (253.22ft),  Average Daily Traffic: 16,240 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,730 (year 2033),  Design Load: HS 20,  Features Intersected: Elm Fork Trinity River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.015,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 22,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009407031,  Location: 1.40 Mi NW of IH 35E (Lat: 32.827447,  Lng: -96.886194),  Route carried "on" structure: State highway 183,  Year Built: 1961,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 86,480 (year 2033),  Design Load: H 20,  Features Intersected: Regal Row
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.731,  Lanes on structure: 1,  Lanes under structure: 7,  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: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009407051,  Location: 0.8 Mi SE of SH114/SH183 (Lat: 32.828894,  Lng: -96.887658),  Route carried "on" structure: State highway 183,  Year Built: 1959,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 68.92m (226.12ft),  Average Daily Traffic: 130,493 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 172,960 (year 2033),  Design Load: HS 20,  Features Intersected: Elm Frk Trinity Riv & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.843,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 38,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.92m (226.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009407055,  Location: 0.29 Mi NW of IH 35E (Lat: 32.817808,  Lng: -96.871069),  Route carried "on" structure: State highway 183,  Year Built: 1961,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 71,854 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 86,480 (year 2033),  Design Load: H 20,  Features Intersected: Mockingbird Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.506,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 17.7m (58.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009407102,  Location: 1.40 Mi NW of IH 35E (Lat: 32.827447,  Lng: -96.885508),  Route carried "on" structure: State highway 183,  Year Built: 1961,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,000 (year 2033),  Design Load: H 20,  Features Intersected: Regal Row
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.731,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009407111,  Location: 0.29 Mi NW of IH 35E (Lat: 32.817542,  Lng: -96.871283),  Route carried "on" structure: State highway 183,  Year Built: 1961,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 71,545 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 86,480 (year 2033),  Design Load: H 20,  Features Intersected: Mockingbird Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.506,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 17.7m (58.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570009407318,  Location: 1.4 MI NW of IH 35E (Lat: 32.827711,  Lng: -96.886731),  Route carried "on" structure: State highway 183,  Year Built: 2018,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 164,300 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 226,300 (year 2035),  Design Load: HL 93,  Features Intersected: Regal Row
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.731,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

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

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Structure Number: 180570009407319,  Location: 1.4 MI NW of IH 35E (Lat: 32.827411,  Lng: -96.885231),  Route carried "on" structure: State highway 183,  Year Built: 2017,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 164,300 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 226,300 (year 2035),  Design Load: HL 93,  Features Intersected: Regal Row
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.731,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.1m (72.5ft)

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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570009407321,  Location: 0.8 MI SE OF SH 114 (Lat: 32.828969,  Lng: -96.887511),  Route carried "on" structure: State highway 183,  Year Built: 2018,  Status: Open,  Structure Length: 97.81m (320.90ft),  Average Daily Traffic: 68,300 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 109,300 (year 2029),  Design Load: HL 93,  Features Intersected: ELM FRK TRINITY RI & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.843,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Number Of Approach Spans: 7,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Very 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570009407322,  Location: 1.1 NI SE of SH 114 (Lat: 32.828789,  Lng: -96.886869),  Route carried "on" structure: Ramp State highway 183,  Year Built: 2017,  Status: Open,  Structure Length: 17.34m (56.89ft),  Average Daily Traffic: 11,300 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,100 (year 2029),  Design Load: HL 93,  Features Intersected: Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.859,  Lanes on structure: 1,  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: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570009407323,  Location: 1.2 MI SE of SH 114 (Lat: 32.832819,  Lng: -96.893061),  Route carried "on" structure: Ramp State highway 183,  Year Built: 2017,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 10,200 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,300 (year 2029),  Design Load: HL 93,  Features Intersected: Retention Pond
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.843,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.6m (34.8ft)

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