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

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Structure Number: 180570000902005,  Location: 0.3 MI NE of IH 635 (Lat: 32.871711,  Lng: -96.665197),  Route carried "on" structure: State highway 78,  Year Built: 1923,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 21,687 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,450 (year 2033),  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.290,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 180570000902006,  Location: 1.25 MI N of IH 635 (Lat: 32.884622,  Lng: -96.656208),  Route carried "on" structure: State highway 78,  Year Built: 1923,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 20,828 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,460 (year 2033),  Features Intersected: Rupards Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.609,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570000902007,  Location: 1.65 MI N of IH 635 (Lat: 32.888606,  Lng: -96.653178),  Route carried "on" structure: State highway 78,  Year Built: 1923,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20,828 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,740 (year 2033),  Features Intersected: Smiths Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.963,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18057000090207,  Location: 2.95 MI N of IH 635 (Lat: 32.907608,  Lng: -96.648289),  Route carried "on" structure: State highway 78,  Year Built: 1998,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 20,828 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,740 (year 2033),  Design Load: HS 20,  Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.721,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 180570000903318,  Location: 0.8MI E of SH78 (Lat: 32.908317,  Lng: -96.621814),  Route carried "on" structure: State highway 66,  Year Built: 1977,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 10,040 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,060 (year 2033),  Design Load: HS 20,  Features Intersected: Mills Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.125,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  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: 28.6m (93.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057000090332,  Location: 1.9 Mi E of SH 78 (Lat: 32.909750,  Lng: -96.597319),  Route carried "on" structure: State highway 66,  Year Built: 1977,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 37,263 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,120 (year 2033),  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.098,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 180570000903321,  Location: 2.10 Mi E of SH 78 (Lat: 32.909447,  Lng: -96.593864),  Route carried "on" structure: State highway 66,  Year Built: 1977,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 36.58m (120.01ft),  Average Daily Traffic: 37,263 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,120 (year 2033),  Design Load: HS 20,  Features Intersected: Rowlett Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.424,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 30,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911043,  Location: 1.7 Mi. NE of IH 635 (Lat: 32.836919,  Lng: -96.603947),  Route carried "on" structure: Interstate 30,  Year Built: 1999,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 81,504 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 179,760 (year 2032),  Design Load: HS 20,  Features Intersected: Duck Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.453,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911045,  Location: 1.8 Mi NE of IH 635 (Lat: 32.837664,  Lng: -96.602089),  Route carried "on" structure: Interstate 30,  Year Built: 1999,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 81,504 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 179,760 (year 2032),  Design Load: HS 20,  Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.638,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911085,  Location: 2.8 Mi NE of IH 635 (Lat: 32.843481,  Lng: -96.586144),  Route carried "on" structure: Interstate 30,  Year Built: 1949,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 141,993 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 191,650 (year 2033),  Features Intersected: Meyers Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.982,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 53.0m (173.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Superior to present desirable 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: 180570000911211,  Location: 5.7 Mi NE of IH 635 (Lat: 32.864481,  Lng: -96.543536),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 7,200 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,998 (year 2036),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: Bass Pro Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911369,  Location: 3.2 Mi E of IH 635 (Lat: 32.844981,  Lng: -96.582139),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 4,473 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,820 (year 2036),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: Rose Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 14.3m (46.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $39,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911412,  Location: 5.1 Mi NE of IH 635 (Lat: 32.858550,  Lng: -96.550864),  Route carried "on" structure: Interstate 30,  Year Built: 1997,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 141,993 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 191,650 (year 2033),  Design Load: HS 20,  Features Intersected: Meandering Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.643,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 66.4m (217.8ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: Superior to present desirable 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: 180570000911413,  Location: 3.9 Mi NE of IH 635 (Lat: 32.850103,  Lng: -96.570175),  Route carried "on" structure: Interstate 30,  Year Built: 1998,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 74,598 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,820 (year 2033),  Design Load: HS 20,  Features Intersected: Bobtown Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.721,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  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: 33.8m (110.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 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: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911415,  Location: 3.9 MI NE OF IH 635 (Lat: 32.850850,  Lng: -96.569514),  Route carried "on" structure: Interstate 30,  Year Built: 1998,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 79,742 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,820 (year 2033),  Design Load: HS 20,  Features Intersected: BOBTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.721,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: 33.8m (110.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911418,  Location: 2.2 Mi NE of IH 635 (Lat: 32.840439,  Lng: -96.595167),  Route carried "on" structure: Interstate 30,  Year Built: 1999,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 79,742 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 102,970 (year 2033),  Design Load: HS 20,  Features Intersected: Broadway Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.101,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  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: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911419,  Location: 2.2 Mi. NE of IH 635 (Lat: 32.839672,  Lng: -96.596069),  Route carried "on" structure: Interstate 30,  Year Built: 1999,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 74,801 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 102,970 (year 2033),  Design Load: HS 20,  Features Intersected: Broadway Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.101,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  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: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911438,  Location: 4.4 Mi NE of IH 635 (Lat: 32.853022,  Lng: -96.562133),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 7,779 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,200 (year 2036),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: Zion Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911454,  Location: 1.7 Mi. NE of IH 635 (Lat: 32.836236,  Lng: -96.604311),  Route carried "on" structure: Interstate 30,  Year Built: 1999,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 74,801 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 102,970 (year 2033),  Design Load: HS 20,  Features Intersected: Duck Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.205,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911455,  Location: 1.8 Mi. NE of IH 635 (Lat: 32.836939,  Lng: -96.602653),  Route carried "on" structure: Interstate 30,  Year Built: 1999,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 74,801 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 102,970 (year 2033),  Design Load: HS 20,  Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.390,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911456,  Location: 4.95 Mi NE of IH 635W (Lat: 32.856561,  Lng: -96.554531),  Route carried "on" structure: Interstate 30,  Year Built: 2012,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 74,598 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 90,000 (year 2033),  Design Load: HS 20,  Features Intersected: PGBT (SH 190)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.798,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911457,  Location: 4.95 Mi NE of IH 635W (Lat: 32.857739,  Lng: -96.553589),  Route carried "on" structure: Interstate 30,  Year Built: 2012,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 79,742 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,820 (year 2033),  Design Load: HS 20,  Features Intersected: PGBT (SH 190)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.798,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911458,  Location: IH30 / PGBT Interchange (Lat: 32.854639,  Lng: -96.559978),  Route carried "on" structure: ServiceInterstate 190,  Year Built: 2012,  Status: Open,  Structure Length: 90.86m (298.10ft),  Average Daily Traffic: 8,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,900 (year 2029),  Design Load: HS 20,  Features Intersected: IH 30 WBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  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: 31,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  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: 180570000911459,  Location: IH30 / PGBT Interchange (Lat: 32.860964,  Lng: -96.549233),  Route carried "on" structure: Ramp Other road 190,  Year Built: 2012,  Status: Open,  Structure Length: 71.23m (233.69ft),  Average Daily Traffic: 4,300 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,400 (year 2029),  Design Load: HS 20,  Features Intersected: IH30 WBFR & PGBT NBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 22,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057000091146,  Location: IH 30 / PGBT interchange (Lat: 32.859661,  Lng: -96.549797),  Route carried "on" structure: Ramp Interstate 190,  Year Built: 2012,  Status: Open,  Structure Length: 74.25m (243.60ft),  Average Daily Traffic: 9,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,200 (year 2029),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 14,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 10,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911461,  Location: IH 30 / PGBT interchange (Lat: 32.854169,  Lng: -96.559533),  Route carried "on" structure: Ramp Interstate 190,  Year Built: 2012,  Status: Open,  Structure Length: 101.38m (332.61ft),  Average Daily Traffic: 15,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,700 (year 2029),  Design Load: HS 20,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 13,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 21,  Length of Maximum Span: 77.7m (254.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570000911467,  Location: IH 30 / PGBT interchange (Lat: 32.861992,  Lng: -96.554875),  Route carried "on" structure: Ramp Other road 190,  Year Built: 2012,  Status: Open,  Structure Length: 27.92m (91.60ft),  Average Daily Traffic: 19,300 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,100 (year 2036),  Design Load: HS 20,  Features Intersected: Lake Ray Hubbard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: September 2018,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570000911469,  Location: PBGT at Lake Ray Hubbard (Lat: 32.861281,  Lng: -96.554697),  Route carried "on" structure: Other road 190,  Year Built: 2012,  Status: Open,  Structure Length: 167.67m (550.10ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,900 (year 2036),  Design Load: HS 20,  Features Intersected: Lake Ray Hubbard
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 52,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570028103026,  Location: 2.5 MI S OF SH190 (Lat: 32.914903,  Lng: -96.628306),  Route carried "on" structure: State highway 78,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 30,439 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 41,400 (year 2033),  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.794,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.6m (8.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 180570028103029,  Location: 1.0MI N of SH190 (Lat: 32.963647,  Lng: -96.611728),  Route carried "on" structure: State highway 78,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 40,980 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 62,020 (year 2033),  Features Intersected: Rowlett Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.057,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 180570028103039,  Location: SH 78 NB and SH 190 (Lat: 32.949922,  Lng: -96.618939),  Route carried "on" structure: State highway 78,  Year Built: 1991,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 15,382 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 31,010 (year 2033),  Design Load: HS 20,  Features Intersected: SH 190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.682,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 1 degrees,  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: 35.1m (115.2ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 20.9m (68.6ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18057002810304,  Location: SH 78 and SH 190 (Lat: 32.951036,  Lng: -96.618797),  Route carried "on" structure: State highway 78,  Year Built: 1991,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 20,874 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,840 (year 2036),  Design Load: HS 20,  Features Intersected: SH 190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.682,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  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: 35.1m (115.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.6m (44.6ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570028103042,  Location: 2.45 Mi S of SH190 (Lat: 32.916622,  Lng: -96.628186),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 13,329 (year 2019),  Average Future Daily Traffic: 9,000 (year 2036),  Design Load: HS 20,  Features Intersected: SH 78,  Facility Carried by Structure: Walnut St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.9m (62.0ft)

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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570028103043,  Location: 0.7 Mi N of SH190 (Lat: 32.960656,  Lng: -96.614236),  Route carried "on" structure: State highway 78,  Year Built: 1995,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 20,874 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 31,010 (year 2033),  Design Load: HS 20,  Features Intersected: Rowlett Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.475,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570028103044,  Location: 0.7 Mi N of SH 190 (Lat: 32.959372,  Lng: -96.614736),  Route carried "on" structure: State highway 78,  Year Built: 1995,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 20,106 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 31,010 (year 2033),  Design Load: HS 20,  Features Intersected: Rowlett Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.475,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very 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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237401061,  Location: 2.3 MI SE OF SKILLMAN ST (Lat: 32.878547,  Lng: -96.687425),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 88,271 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 176,541 (year 2040),  Design Load: HS 20,  Features Intersected: KINGSLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.540,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $64,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237401062,  Location: 2.3 MI SE OF SKILLMAN ST (Lat: 32.878267,  Lng: -96.688697),  Route carried "on" structure: ServiceInterstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 8,016 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,150 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.564,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 180570237401063,  Location: 2.50 MI SE OF SKILLMAN ST (Lat: 32.876631,  Lng: -96.685578),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 176,541 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 353,082 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.226,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 180570237401064,  Location: 2.8 MI SE OF SKILLMAN ST (Lat: 32.874786,  Lng: -96.682869),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 88,271 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 176,541 (year 2040),  Design Load: HS 20,  Features Intersected: JUPITER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.890,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237401065,  Location: 0.5 MI E OF JUPITER RD (Lat: 32.871225,  Lng: -96.675972),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 176,541 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 213,110 (year 2033),  Design Load: HS 20,  Features Intersected: MCCREE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.158,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.7m (110.6ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237401105,  Location: 2.8 MI SE OF SKILLMAN ST (Lat: 32.874739,  Lng: -96.683378),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 88,271 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 176,541 (year 2040),  Design Load: HS 20,  Features Intersected: JUPITER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.890,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place