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

Find on map >>   Show street view

Structure Number: 180570009407328,  Location: 1.1 Mi SE of LP 12 (Lat: 32.828467,  Lng: -96.888297),  Route carried "on" structure: Ramp State highway 183,  Year Built: 2018,  Status: Open,  Structure Length: 16.73m (54.89ft),  Average Daily Traffic: 17,600 (year 2000),  Average Future Daily Traffic: 29,900 (year 2029),  Design Load: HL 93,  Features Intersected: MKT RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 180570009510368,  Location: US 80 & IH 30 INTERCHANGE (Lat: 32.798489,  Lng: -96.678539),  Route carried "on" structure: Ramp US 80,  Year Built: 1979,  Status: Open,  Structure Length: 32.74m (107.41ft),  Average Daily Traffic: 5,060 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,090 (year 2033),  Design Load: HS 20,  Features Intersected: RAMP D-1 & F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.758,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 18057000951337,  Location: 1.3 MI E OF IH 635 (Lat: 32.702019,  Lng: -96.604547),  Route carried "on" structure: Interstate 20,  Year Built: 1988,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 48,753 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 65,330 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.168,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 18057001960252,  Location: 0.2 MI S OF IH 635 (Lat: 32.903681,  Lng: -96.897961),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2018,  Status: Open,  Structure Length: 47.91m (157.19ft),  Average Daily Traffic: 17,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: IH 35E SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 180570019602521,  Location: 0.2 MI S OF IH 635 (Lat: 32.899719,  Lng: -96.897631),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2018,  Status: Open,  Structure Length: 41.09m (134.81ft),  Average Daily Traffic: 17,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,100 (year 2040),  Design Load: HL 93,  Features Intersected: IH 35E NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 180570019603085,  Location: 0.5 Mi N of IH 30 (Lat: 32.776908,  Lng: -96.811956),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 94,946 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 189,892 (year 2040),  Features Intersected: Commerce St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.670,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.0m (88.6ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $44,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570019603086,  Location: 0.35 Mi N of IH 30 (Lat: 32.775061,  Lng: -96.811311),  Route carried "on" structure: Interstate 35,  Year Built: 1957,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 101,139 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 157,460 (year 2033),  Design Load: HS 20,  Features Intersected: Reunion Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.427,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 26.3m (86.3ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570019603087,  Location: 1.5 Mi NW of Spur 366 (Lat: 32.799978,  Lng: -96.822194),  Route carried "on" structure: Interstate 35,  Year Built: 1957,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 194,462 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 299,380 (year 2033),  Design Load: HS 20,  Features Intersected: Cedar Springs Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.556,  Lanes on structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 69.5m (228.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: 180570019603088,  Location: 1.3 Mi NW of Spur 366 (Lat: 32.798678,  Lng: -96.820022),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 14,770 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,680 (year 2033),  Design Load: H 20,  Features Intersected: Turtle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.205,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.95m (42.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $39,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570019603093,  Location: 0.5 Mi N of IH 30 (Lat: 32.777283,  Lng: -96.811078),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 98,196 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 196,392 (year 2040),  Design Load: HS 20,  Features Intersected: Commerce St & IH 35E Rps
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.701,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.22m (56.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $106,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570019603096,  Location: 0.1 Mi W of Inwood Rd (Lat: 32.811683,  Lng: -96.850464),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 194,462 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 388,924 (year 2040),  Features Intersected: Knights Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.530,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 67.1m (220.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

Find on map >>   Show street view

Structure Number: 180570019603097,  Location: 3.3 Mi NW of Spur 366 (Lat: 32.811067,  Lng: -96.849222),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 107,661 (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: Good,  Superstructure: 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: 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

Find on map >>   Show street view

Structure Number: 180570019603098,  Location: 2.7 Mi NW of Spur 366 (Lat: 32.806647,  Lng: -96.839828),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 107,661 (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: Good,  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

Find on map >>   Show street view

Structure Number: 180570019603099,  Location: 2.1 Mi. NW of Spur 366 (Lat: 32.802739,  Lng: -96.831608),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 107,661 (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: 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: 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

Find on map >>   Show street view

Structure Number: 1805700196031,  Location: 1.8 Mi NW of Spur 366 (Lat: 32.801811,  Lng: -96.826978),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 107,661 (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: 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: 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

Find on map >>   Show street view

Structure Number: 180570019603101,  Location: 2.0 Mi N of IH 30 (Lat: 32.799625,  Lng: -96.821158),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 40.66m (133.40ft),  Average Daily Traffic: 194,462 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 299,380 (year 2033),  Design Load: HS 20,  Features Intersected: Oak Lawn Ave & Turtle Ck
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.079,  Lanes on structure: 10,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 47.9m (157.2ft),  Out-to-Out Width: 49.4m (162.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.66m (133.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $524,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570019603103,  Location: 1.2 Mi NW of Spur 366 (Lat: 32.798572,  Lng: -96.818050),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 12,920 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,090 (year 2033),  Design Load: H 20,  Features Intersected: Turtle Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.136,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570019603104,  Location: 0.8 Mi. NW of Spur 366 (Lat: 32.794033,  Lng: -96.814336),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 20.30m (66.60ft),  Average Daily Traffic: 142,155 (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: 6,  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: 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: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: 180570019603105,  Location: 0.4 Mi. N of SP 366 (Lat: 32.789147,  Lng: -96.812825),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 142,155 (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: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  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: 26.8m (87.9ft),  Out-to-Out Width: 27.3m (89.6ft)

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: 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

Find on map >>   Show street view

Structure Number: 180570019603106,  Location: 0.1 Mi. N of Spur 366 (Lat: 32.783758,  Lng: -96.811686),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 142,155 (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: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: 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: 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

Find on map >>   Show street view

Structure Number: 180570019603109,  Location: 0.9 Mi W of Inwood Rd (Lat: 32.812878,  Lng: -96.863342),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 194,462 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 299,380 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.782,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 62.2m (204.1ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 180570019603117,  Location: 6.7 Mi NW of Spur 366 (Lat: 32.835467,  Lng: -96.874842),  Route carried "on" structure: Interstate 35,  Year Built: 1958,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 61,907 (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

Find on map >>   Show street view

Structure Number: 180570019603118,  Location: 6.0 Mi NW of Spur 366 (Lat: 32.826508,  Lng: -96.872175),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 64,039 (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

Find on map >>   Show street view

Structure Number: 180570019603119,  Location: 1.4 Mi NW of Inwood Rd (Lat: 32.818925,  Lng: -96.869108),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 107,661 (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

Find on map >>   Show street view

Structure Number: 18057001960312,  Location: 1.2 Mi NW of Inwood Rd (Lat: 32.816472,  Lng: -96.868436),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 194,462 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,690 (year 2033),  Design Load: HS 20,  Features Intersected: SH 183 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.221,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  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: 18.1m (59.4ft)

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

Find on map >>   Show street view

Structure Number: 180570019603121,  Location: 1.3 Mi NW of Inwood Rd. (Lat: 32.817061,  Lng: -96.868750),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 194,462 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 188,370 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.384,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  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: May 2020

Find on map >>   Show street view

Structure Number: 180570019603125,  Location: 1.0 Mi W of Inwood Rd (Lat: 32.817150,  Lng: -96.868172),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 194,462 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 299,380 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.927,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 62.2m (204.1ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 180570019603127,  Location: 1.9 Mi NW of Mockingbird (Lat: 32.845242,  Lng: -96.877775),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 61,907 (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

Find on map >>   Show street view

Structure Number: 180570019603128,  Location: 1.7 Mi NW of Mockingbird (Lat: 32.841889,  Lng: -96.876381),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 61,907 (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: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  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

Find on map >>   Show street view

Structure Number: 180570019603129,  Location: 1.5 Mi NW of Mockingbird (Lat: 32.839919,  Lng: -96.875911),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 114,910 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 180,160 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.002,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

Find on map >>   Show street view

Structure Number: 18057001960313,  Location: 1.4 Mi NW of Mockingbird (Lat: 32.838278,  Lng: -96.875569),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 61,907 (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: 17.8m (58.4ft),  Out-to-Out Width: 18.3m (60.0ft)

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

Find on map >>   Show street view

Structure Number: 180570019603143,  Location: 3.4 Mi. NW of Mockingbird (Lat: 32.862008,  Lng: -96.893253),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 61,494 (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: 17.6m (57.7ft)

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: 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

Find on map >>   Show street view

Structure Number: 180570019603144,  Location: 3.2 Mi NW of Mockingbird (Lat: 32.860406,  Lng: -96.891925),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 61,494 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,030 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.772,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570019603146,  Location: 2.9 Mi NW of Mockingbird (Lat: 32.856319,  Lng: -96.887589),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 61,494 (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

Find on map >>   Show street view

Structure Number: 180570019603147,  Location: 2.7 Mi NW of Mockingbird (Lat: 32.853919,  Lng: -96.885028),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 61,907 (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: 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

Find on map >>   Show street view

Structure Number: 180570019603148,  Location: 2.5 Mi NW of Mockingbird (Lat: 32.852631,  Lng: -96.883642),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 114,910 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 180,160 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.623,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: August 2021

Find on map >>   Show street view

Structure Number: 18057001960315,  Location: 1.3 Mi. N of Loop 12 (Lat: 32.880892,  Lng: -96.897822),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 100,789 (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: 21.3m (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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570019603151,  Location: 2.0 Mi S of IH 635 (Lat: 32.878669,  Lng: -96.898297),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 191,399 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 302,150 (year 2033),  Design Load: HS 20,  Features Intersected: Drainage DItch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.948,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Fair,  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

Find on map >>   Show street view

Structure Number: 180570019603152,  Location: 0.9 Mi. N of Loop 12 (Lat: 32.875561,  Lng: -96.898192),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 107,253 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Abandoned RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.556,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.2m (69.6ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570019603153,  Location: 0.9 Mi. N of Loop 12 (Lat: 32.875164,  Lng: -96.897764),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 100,789 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,070 (year 2033),  Design Load: HS 20,  Features Intersected: Abandoned RR ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.556,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570019603154,  Location: 0.85 Mi N of Loop 12 (Lat: 32.874078,  Lng: -96.898331),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 107,253 (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: 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: 18.3m (60.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  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