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

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Structure Number: 180570019603155,  Location: 0.85 Mi. N of Loop 12 (Lat: 32.873733,  Lng: -96.897764),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 62,828 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Manana Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.399,  Lanes on structure: 5,  Lanes under structure: 2,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603156,  Location: 0.3 Mi NW of LP 12 (Lat: 32.868247,  Lng: -96.896683),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 107,367 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 166,600 (year 2036),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.700,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 180570019603157,  Location: 3.7 Mi N of Mockingbird (Lat: 32.866583,  Lng: -96.896353),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 55,158 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 84,400 (year 2033),  Design Load: HS 20,  Features Intersected: Lombardy Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.560,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

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

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Structure Number: 180570019603158,  Location: 3.7 Mi N of Mockingbird (Lat: 32.866411,  Lng: -96.895744),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 62,828 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 84,400 (year 2033),  Design Load: HS 20,  Features Intersected: Lombardy Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.539,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603161,  Location: 1.8 Mi N of LP 12 (Lat: 32.887839,  Lng: -96.897856),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 100,789 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Merrell Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.963,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603162,  Location: 1.8 Mi N of LP 12 (Lat: 32.888167,  Lng: -96.898294),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 107,253 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Merrell Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.963,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603163,  Location: 0.8 Mi. S of IH 635 (Lat: 32.895789,  Lng: -96.897811),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 100,789 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Royal Ln.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.843,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603164,  Location: 0.8 Mi. S of IH 635 (Lat: 32.896139,  Lng: -96.898258),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 106,363 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Royal Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.843,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: 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: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603165,  Location: 0.7 Mi S of IH 635 (Lat: 32.897753,  Lng: -96.897797),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 189,711 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 290,800 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.067,  Lanes on structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 87.2m (286.1ft),  Skew: 39 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: 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: 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: 180570019603166,  Location: 0.5 Mi S of IH 635 (Lat: 32.900267,  Lng: -96.897789),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 99,845 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 145,400 (year 2033),  Design Load: HS 20,  Features Intersected: Crown Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.344,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603167,  Location: 0.5 Mi S of IH 635 (Lat: 32.900614,  Lng: -96.898208),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 106,363 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 145,400 (year 2033),  Design Load: HS 20,  Features Intersected: Crown Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.344,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603168,  Location: 0.4 Mi N of IH 635 (Lat: 32.913164,  Lng: -96.897781),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 77,093 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 121,860 (year 2033),  Design Load: HS 20,  Features Intersected: HarryHines Blvd (LP 354)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.783,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603169,  Location: 0.4 Mi N of IH 635 (Lat: 32.913786,  Lng: -96.898117),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 80,515 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 121,860 (year 2033),  Design Load: HS 20,  Features Intersected: HarryHines Blvd (LP 354)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.783,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18057001960319,  Location: 0.5 Mi N of LP 12 (Lat: 32.868747,  Lng: -96.898239),  Route carried "on" structure: State highway 348,  Year Built: 1970,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 66,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,320 (year 2036),  Design Load: HS 20,  Features Intersected: IH 35E SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.357,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  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: Meets minimum limits,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019603199,  Location: 1.0 MI N OF SPUR 366 (Lat: 32.793961,  Lng: -96.815058),  Route carried "on" structure: Other road 35,  Year Built: 1966,  Status: Open,  Structure Length: 60.84m (199.61ft),  Average Daily Traffic: 24,132 (year 2012),  Average Future Daily Traffic: 38,646 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E & DART RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.221,  Lanes on structure: 1,  Lanes under structure: 18,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 60.50m (198.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $94,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019603205,  Location: 1.0 Mi N of SP 366 (Lat: 32.796414,  Lng: -96.815025),  Route carried "on" structure: Other road 35,  Year Built: 1967,  Status: Open,  Structure Length: 32.61m (106.99ft),  Average Daily Traffic: 146,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,100 (year 2032),  Design Load: HS 20,  Features Intersected: DART RR & DNT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.753,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019603215,  Location: At Spur 366 Interchange (Lat: 32.781911,  Lng: -96.812894),  Route carried "on" structure: State highway 366,  Year Built: 1981,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 98.82m (324.21ft),  Average Daily Traffic: 79,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 141,270 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E & DART Railway
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 1.749,  Lanes on structure: 4,  Lanes under structure: 33,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Number Of Approach Spans: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.4m (70.2ft)

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

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Structure Number: 180570019603216,  Location: At Spur 366 Interchange (Lat: 32.783631,  Lng: -96.812511),  Route carried "on" structure: State highway 366,  Year Built: 1981,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 98.18m (322.11ft),  Average Daily Traffic: 79,000 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 141,270 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E & DART Railway
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 1.757,  Lanes on structure: 4,  Lanes under structure: 32,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019603217,  Location: At Spur 366 Interchange (Lat: 32.783264,  Lng: -96.812250),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1981,  Status: Open,  Structure Length: 30.45m (99.90ft),  Average Daily Traffic: 15,800 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,250 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E SBFR,  Facility Carried by Structure: IH 35E SB Conn. D
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.839,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019603219,  Location: At Spur 366 Interchange (Lat: 32.783025,  Lng: -96.809528),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1981,  Status: Open,  Structure Length: 24.32m (79.79ft),  Average Daily Traffic: 15,800 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,250 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E NBFR/Continental,  Facility Carried by Structure: IH 35E NB Conn. A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.171,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019603222,  Location: IH 35E SB to Spur 366 EB (Lat: 32.782853,  Lng: -96.808797),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1981,  Status: Open,  Structure Length: 62.45m (204.89ft),  Average Daily Traffic: 24,500 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,140 (year 2032),  Design Load: HS 20,  Features Intersected: IH 35E & Spur 366
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.576,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 15,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019603223,  Location: At Spur 366 Interchange (Lat: 32.780664,  Lng: -96.811442),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1981,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 22,880 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,030 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E NBFR,  Facility Carried by Structure: Spur 366 EB Conn C
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 27.193,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019603245,  Location: 0.8 Mi. N of Spur 366 (Lat: 32.794775,  Lng: -96.815031),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 20.30m (66.60ft),  Average Daily Traffic: 121,781 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 184,620 (year 2033),  Design Load: HS 20,  Features Intersected: Hi Line Dr./Victory Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.477,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.30m (66.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $131,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019603246,  Location: 2.7 Mi NW of Spur 366 (Lat: 32.806936,  Lng: -96.841517),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 106,034 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: Motor St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.406,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 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: 12.95m (42.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $71,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603264,  Location: 0.7 Mi W of Inwood Rd (Lat: 32.812203,  Lng: -96.861208),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 107,661 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: SH 356
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.466,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603265,  Location: 0.1 Mi. N of Spur 366 (Lat: 32.784014,  Lng: -96.812153),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 121,781 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 160,160 (year 2033),  Design Load: HS 20,  Features Intersected: Continental Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.434,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: 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,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603266,  Location: 0.4 Mi. N of SP 366 (Lat: 32.789722,  Lng: -96.813628),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 121,781 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 184,620 (year 2033),  Design Load: HS 20,  Features Intersected: Abandoned RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.959,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603268,  Location: 1.7 Mi NW of Mockingbird (Lat: 32.841933,  Lng: -96.876769),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 64,368 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 90,080 (year 2033),  Design Load: HS 20,  Features Intersected: Bachman Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.245,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570019603269,  Location: 1.8 Mi NW of Spur 366 (Lat: 32.801467,  Lng: -96.827069),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 106,034 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: Market Center Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.029,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18057001960327,  Location: 2.1 Mi. NW of Spur 366 (Lat: 32.802419,  Lng: -96.831939),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 106,034 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: Wycliff Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.499,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603271,  Location: 1.4 Mi NW of Inwood Rd (Lat: 32.819019,  Lng: -96.869464),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 66,378 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 94,180 (year 2033),  Design Load: HS 20,  Features Intersected: Mockingbird Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.577,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603272,  Location: 6.0 Mi NW of Spur 366 (Lat: 32.826611,  Lng: -96.872553),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 64,368 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 94,180 (year 2033),  Design Load: HS 20,  Features Intersected: Empire Central Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.475,  Lanes on structure: 3,  Lanes under structure: 4,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603273,  Location: 6.7 Mi NW of Spur 366 (Lat: 32.835739,  Lng: -96.875231),  Route carried "on" structure: Interstate 35,  Year Built: 1958,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 64,368 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 94,180 (year 2033),  Design Load: HS 20,  Features Intersected: Regal Row
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.518,  Lanes on structure: 3,  Lanes under structure: 6,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603274,  Location: 1.4 Mi NW of Mockingbird (Lat: 32.838372,  Lng: -96.875597),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 64,368 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 90,080 (year 2033),  Design Load: HS 20,  Features Intersected: Railroad Spur Line
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.796,  Lanes on structure: 3,  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: 13.1m (43.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603275,  Location: 3.4 Mi. NW of Mockingbird (Lat: 32.862608,  Lng: -96.894064),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 55,158 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,030 (year 2033),  Design Load: HS 20,  Features Intersected: Loop 12 (NW Highway)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.032,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603276,  Location: 1.3 Mi. N of Loop 12 (Lat: 32.881267,  Lng: -96.898258),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 107,253 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Walnut Hill Ln.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.192,  Lanes on structure: 5,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603278,  Location: 1.9 Mi NW of Mockingbird (Lat: 32.844992,  Lng: -96.877867),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 64,368 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 90,080 (year 2033),  Design Load: HS 20,  Features Intersected: Loop 354 WB Conn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.620,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603279,  Location: 2.9 Mi NW of Mockingbird (Lat: 32.856319,  Lng: -96.888103),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 64,154 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,030 (year 2033),  Design Load: HS 20,  Features Intersected: Joe's Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.184,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18057001960328,  Location: 2.6 Mi NW of Mockingbird (Lat: 32.854064,  Lng: -96.885656),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 64,154 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 90,080 (year 2033),  Design Load: HS 20,  Features Intersected: SP 482 (Storey Ln)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.824,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570019603282,  Location: 3.3 Mi NW of Spur 366 (Lat: 32.811014,  Lng: -96.850044),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 106,034 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: Inwood Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.398,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous