Bridge Statistics for Lacy-Lakeview, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 91610001409504,  Location: 1.10 Mi N of FM 308 (Lat: 31.684750,  Lng: -97.099150),  Route carried "on" structure: Interstate 35,  Year Built: 2013,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 64,268 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 84,260 (year 2033),  Design Load: HS 20,  Features Intersected: Cottonwood Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.344,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Skew: 39 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: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021

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Structure Number: 91610001409511,  Location: 4.9 Mi N of LP 340 N (Lat: 31.671822,  Lng: -97.099453),  Route carried "on" structure: Interstate 35,  Year Built: 2013,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 38,795 (year 2019),  Truck Traffic: 35%,  Average Future Daily Traffic: 90,650 (year 2037),  Design Load: HL 93,  Features Intersected: FM 308
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.857,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.6m (120.1ft)

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

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Structure Number: 91610001409512,  Location: 1.1 Mi N of FM 308 (Lat: 31.687700,  Lng: -97.099631),  Route carried "on" structure: Interstate 35,  Year Built: 2013,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 38,636 (year 2019),  Truck Traffic: 35%,  Average Future Daily Traffic: 45,325 (year 2037),  Design Load: HL 93,  Features Intersected: Hilltop Road
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.693,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610001409513,  Location: 1.1 Mi N of FM 308 (Lat: 31.688261,  Lng: -97.100167),  Route carried "on" structure: Interstate 35,  Year Built: 2013,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 38,795 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 84,260 (year 2033),  Design Load: HL 93,  Features Intersected: Hilltop Road
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.693,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610001501318,  Location: 1.5 Mi NE of US 84 (Lat: 31.604717,  Lng: -97.106508),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Status: Not yet open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 47,401 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 112,390 (year 2037),  Design Load: HS 20,  Features Intersected: Loop 340
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.903,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,800,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9161000150132,  Location: 0.2 Mi N of LP 340 N (Lat: 31.607336,  Lng: -97.105294),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Status: Not yet open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 47,401 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 56,195 (year 2037),  Design Load: HS 20,  Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.303,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610001501321,  Location: 0.2 Mi N of LP 340 N (Lat: 31.607544,  Lng: -97.104642),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 43,233 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 112,390 (year 2037),  Design Load: HS 20,  Features Intersected: Union Pacific Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.299,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.2m (72.8ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610001501322,  Location: 0.3 Mi N of LP 340 (Lat: 31.608169,  Lng: -97.105858),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 77,498 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 112,510 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.484,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  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,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000

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Structure Number: 91610001501323,  Location: 0.70 Mi N of LP 340 N (Lat: 31.613169,  Lng: -97.102469),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 77,498 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 112,390 (year 2037),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.061,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  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,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $700,000

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Structure Number: 91610001501324,  Location: 0.7 Mi N of LP 340 N (Lat: 31.614644,  Lng: -97.101750),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 47,401 (year 2017),  Truck Traffic: 32%,  Average Future Daily Traffic: 56,195 (year 2037),  Design Load: HS 20,  Features Intersected: Meyers Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.137,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610001501325,  Location: 0.7 Mi N of LP 340 N (Lat: 31.614383,  Lng: -97.101414),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 43,233 (year 2017),  Truck Traffic: 32%,  Average Future Daily Traffic: 56,195 (year 2037),  Design Load: HS 20,  Features Intersected: Meyers Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.153,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610001501326,  Location: 1.6 MI N OF LP 340N (Lat: 31.623322,  Lng: -97.097108),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 77,498 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 112,510 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.677,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  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,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000

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Structure Number: 91610001501467,  Location: 1.8 Mi N of N LP 340 (Lat: 31.627439,  Lng: -97.095586),  Route carried "on" structure: Interstate 35,  Year Built: 2003,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 43,233 (year 2017),  Truck Traffic: 32%,  Average Future Daily Traffic: 56,195 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: Craven Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.724,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610001501468,  Location: 1.8 Mi N of N LP 340 (Lat: 31.627961,  Lng: -97.095847),  Route carried "on" structure: Interstate 35,  Year Built: 2003,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 47,401 (year 2017),  Truck Traffic: 32%,  Average Future Daily Traffic: 56,195 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: Craven Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.703,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610001501469,  Location: 2.6 Mi N of LP 340 (Lat: 31.639069,  Lng: -97.096061),  Route carried "on" structure: Interstate 35,  Year Built: 2003,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 778,093 (year 2017),  Truck Traffic: 34%,  Average Future Daily Traffic: 109,330 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: FM 2417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.013,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 9161000150147,  Location: 2.6 Mi N of LP 340 (Lat: 31.639558,  Lng: -97.096433),  Route carried "on" structure: Interstate 35,  Year Built: 2003,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 39,544 (year 2017),  Truck Traffic: 34%,  Average Future Daily Traffic: 109,330 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: FM 2417
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610001501539,  Location: 0.2 Mi N of Loop 340 (Lat: 31.607856,  Lng: -97.105672),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2012,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 2,429 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,400 (year 2037),  Design Load: HL 93,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.250,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 9161000150154,  Location: 3.4 Mi N of N LP 340 (Lat: 31.650375,  Lng: -97.099950),  Route carried "on" structure: Interstate 35,  Year Built: 2013,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 38,549 (year 2017),  Truck Traffic: 34%,  Average Future Daily Traffic: 54,665 (year 2037),  Design Load: HL 93,  Features Intersected: Bus 77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.431,  Lanes on structure: 4,  Lanes under structure: 5,  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: 38.1m (125.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610001501541,  Location: 3.4 Mi N of N LP 340 (Lat: 31.651111,  Lng: -97.100553),  Route carried "on" structure: Interstate 35,  Year Built: 2013,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 39,047 (year 2017),  Truck Traffic: 34%,  Average Future Daily Traffic: 54,665 (year 2037),  Design Load: HL 93,  Features Intersected: Bus 77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.415,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 91610020907004,  Location: 3.1 Mi N of US 84 (Lat: 31.621428,  Lng: -97.124981),  Route carried "on" structure: State highway 933,  Year Built: 2007,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,086 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,120 (year 2037),  Design Load: HS 20,  Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.961,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

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

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Structure Number: 91610083404007,  Location: 0.8 Mi NE of IH 35 (Lat: 31.677556,  Lng: -97.088472),  Route carried "on" structure: State highway 308,  Year Built: 1914,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,315 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,220 (year 2033),  Features Intersected: Trib Little Tehuacana Cr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.121,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000

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Structure Number: 91610083405027,  Location: 1.60 Mi SW of IH 35 (Lat: 31.659133,  Lng: -97.123053),  Route carried "on" structure: State highway 308,  Year Built: 1971,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,167 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,880 (year 2033),  Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.589,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610AA0423001,  Location: 0.05 MI NW OF FM 308 (Lat: 31.659781,  Lng: -97.123578),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 367 (year 2020),  Average Future Daily Traffic: 400 (year 2036),  Features Intersected: WHITE ROCK CRK TRIB #561,  Facility Carried by Structure: MEIXNER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $208,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91610001409511,  Location: 4.9 Mi N of LP 340 N (Lat: 31.671822,  Lng: -97.099453),  Route carried "under" structure: State highway 308,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 3,960 (year 2013),  Truck Traffic: 11%,  Features Intersected: FM 308,  Facility Carried by Structure: IH 35
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 17.474,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 91610001409512,  Location: 1.1 Mi N of FM 308 (Lat: 31.687700,  Lng: -97.099631),  Route carried "under" structure: County highway ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 116 (year 2012),  Truck Traffic: 5%,  Features Intersected: Hilltop Road,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 91610001409513,  Location: 1.1 Mi N of FM 308 (Lat: 31.688261,  Lng: -97.100167),  Route carried "under" structure: County highway ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 116 (year 2012),  Truck Traffic: 5%,  Features Intersected: Hilltop Road,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 91610001501318,  Location: 1.5 Mi NE of US 84 (Lat: 31.604717,  Lng: -97.106508),  Route carried "under" structure: State highway 340,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 20,899 (year 2017),  Truck Traffic: 17%,  Features Intersected: Loop 340,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 11.370,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 91610001501324,  Location: 0.7 Mi N of LP 340 N (Lat: 31.614644,  Lng: -97.101750),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: Meyers Lane,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 91610001501325,  Location: 0.7 Mi N of LP 340 N (Lat: 31.614383,  Lng: -97.101414),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: Meyers Lane,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 91610001501467,  Location: 1.8 Mi N of N LP 340 (Lat: 31.627439,  Lng: -97.095586),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 5%,  Features Intersected: Craven Ave,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 6.33m (20.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 91610001501468,  Location: 1.8 Mi N of N LP 340 (Lat: 31.627961,  Lng: -97.095847),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 90,634 (year 2017),  Truck Traffic: 31%,  Features Intersected: Craven Ave,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 91610001501469,  Location: 2.6 Mi N of LP 340 (Lat: 31.639069,  Lng: -97.096061),  Route carried "under" structure: State highway 2417,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 78,093 (year 2017),  Truck Traffic: 1%,  Features Intersected: FM 2417,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.995,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 9161000150147,  Location: 2.6 Mi N of LP 340 (Lat: 31.639558,  Lng: -97.096433),  Route carried "under" structure: State highway 2417,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 4,030 (year 2013),  Truck Traffic: 10%,  Features Intersected: FM 2417,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.006,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 9161000150154,  Location: 3.4 Mi N of N LP 340 (Lat: 31.650375,  Lng: -97.099950),  Route carried "under" structure: State highway 77,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 4,030 (year 2017),  Truck Traffic: 19%,  Features Intersected: Bus 77,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 6.606,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 91610001501541,  Location: 3.4 Mi N of N LP 340 (Lat: 31.651111,  Lng: -97.100553),  Route carried "under" structure: State highway 77,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 4,030 (year 2017),  Truck Traffic: 19%,  Features Intersected: Bus 77,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 6.647,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)