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

Find on map >>   Show street view

Structure Number: 180570237403185,  Location: 3.3 MI E OF US 67 (Lat: 32.641547,  Lng: -96.825236),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 53.83m (176.61ft),  Average Daily Traffic: 15,570 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,810 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20/IH 35E,  Facility Carried by Structure: IH 35E CONN A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.220,  Lanes on structure: 1,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 19,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403186,  Location: 3.3 MI E OF US 67 (Lat: 32.642692,  Lng: -96.819658),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 61.63m (202.20ft),  Average Daily Traffic: 17,392 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,349 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20/IH 35E,  Facility Carried by Structure: IH 35E CONN B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.231,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 22,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403187,  Location: AT INT IH 35E (Lat: 32.642969,  Lng: -96.822083),  Route carried "on" structure: Ramp State highway 20,  Year Built: 1974,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 5,827 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,158 (year 2040),  Design Load: HS 20,  Features Intersected: IH 35E NB FR
Minimum Vertical Clearance: 10.21m (33.50ft),  Kilometerpoint: 22.289,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

Find on map >>   Show street view

Structure Number: 180570237403188,  Location: AT IH 20 INTERCHANGE (Lat: 32.641178,  Lng: -96.822642),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 16,906 (year 2019),  Average Future Daily Traffic: 23,668 (year 2040),  Design Load: HS 20,  Features Intersected: IH 35E NB FR
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 10.404,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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

Find on map >>   Show street view

Structure Number: 180570237403192,  Location: 2.5 MI E OF IH 45 (Lat: 32.678253,  Lng: -96.685478),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 73.15m (239.99ft),  Average Daily Traffic: 58,475 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 72,900 (year 2033),  Design Load: HS 20,  Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.272,  Lanes on structure: 4,  Base Highway Network: Yes,  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,  Number Of Approach Spans: 22,  Length of Maximum Span: 94.5m (310.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403193,  Location: 2.5 MI E OF IH 45 (Lat: 32.676769,  Lng: -96.693061),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 73.15m (239.99ft),  Average Daily Traffic: 60,114 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 72,900 (year 2033),  Design Load: HS 20,  Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.272,  Lanes on structure: 4,  Base Highway Network: Yes,  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,  Number Of Approach Spans: 22,  Length of Maximum Span: 94.5m (310.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403306,  Location: AT INT IH 20 & IH 45 (Lat: 32.661936,  Lng: -96.726083),  Route carried "on" structure: Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 60,114 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 87,510 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 31.643,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.1 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403307,  Location: AT INT IH 20 & IH 45 (Lat: 32.662156,  Lng: -96.726353),  Route carried "on" structure: Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 61,074 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 85,503 (year 2040),  Design Load: HS 20,  Features Intersected: IH 45
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 31.643,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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

Find on map >>   Show street view

Structure Number: 180570237403308,  Location: 3.1 MI E OF SH 342 (Lat: 32.659708,  Lng: -96.730089),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 2,130 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,982 (year 2040),  Design Load: H 20,  Features Intersected: IH 20,  Facility Carried by Structure: JJ LEMMON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.5 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 18057023740331,  Location: AT INT IH 20 & IH 45 (Lat: 32.662389,  Lng: -96.728394),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1973,  Status: Open,  Structure Length: 39.29m (128.90ft),  Average Daily Traffic: 2,001 (year 2019),  Average Future Daily Traffic: 2,801 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20 & EB CONN
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 14.581,  Lanes on structure: 1,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 55.6m (182.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403311,  Location: 3.4 MI E OF SH 342 (Lat: 32.660622,  Lng: -96.727256),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1973,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 30.27m (99.31ft),  Average Daily Traffic: 14,714 (year 2019),  Average Future Daily Traffic: 20,600 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20 & IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.571,  Lanes on structure: 2,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403312,  Location: 3.4 MI E OF SH 342 (Lat: 32.663033,  Lng: -96.725789),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 53.16m (174.41ft),  Average Daily Traffic: 6,017 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,424 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20 & IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.814,  Lanes on structure: 1,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 20,  Length of Maximum Span: 42.5m (139.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403315,  Location: 1.6 MI E OF ST AUGUSTINE (Lat: 32.690978,  Lng: -96.632325),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 56,645 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,720 (year 2033),  Design Load: HS 20,  Features Intersected: US 175
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 41.270,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  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: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403318,  Location: 1.38 MI E OF ST AUGUSTINE (Lat: 32.688064,  Lng: -96.634472),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 71.75m (235.40ft),  Average Daily Traffic: 10,100 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,140 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20/US 175 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.898,  Lanes on structure: 1,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 27,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403322,  Location: 1.4 MI E OF ST AUGUSTINE (Lat: 32.688233,  Lng: -96.634586),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 56,645 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,720 (year 2033),  Design Load: HS 20,  Features Intersected: US 175 FR U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.906,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403323,  Location: 1.4 MI E OF ST AUGUSTINE (Lat: 32.689147,  Lng: -96.634247),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 52,521 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,720 (year 2033),  Design Load: HS 20,  Features Intersected: US 175 FR U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.898,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 5,  Length of Maximum Span: 21.3m (69.9ft),  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: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403507,  Location: 1.9 MILES EAST OF SH 342 (Lat: 32.655611,  Lng: -96.750228),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 2008,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 7,700 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,100 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: BONNIE VIEW E-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.292,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237403508,  Location: 1.9 MILES EAST OF SH 342 (Lat: 32.654678,  Lng: -96.750814),  Route carried "on" structure: ServiceState highway 20,  Year Built: 2008,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 1,500 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,100 (year 2031),  Design Load: HL 93,  Features Intersected: IH 20,  Facility Carried by Structure: BONNIE VIEW W-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.240,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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

Find on map >>   Show street view

Structure Number: 180570237403509,  Location: 2.5 MILES EAST OF IH 35E (Lat: 32.647828,  Lng: -96.781075),  Route carried "on" structure: ServiceState highway 20,  Year Built: 2008,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 8,600 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,300 (year 2031),  Design Load: HL 93,  Features Intersected: IH 20,  Facility Carried by Structure: SH 342 EAST U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.287,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

Find on map >>   Show street view

Structure Number: 180570237403564,  Location: US 175 & IH 20 INTRCHANGE (Lat: 32.691461,  Lng: -96.633939),  Route carried "on" structure: Ramp US 175,  Year Built: 1971,  Status: Open,  Structure Length: 47.12m (154.59ft),  Average Daily Traffic: 15,503 (year 2019),  Average Future Daily Traffic: 21,424 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 16,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404216,  Location: 3.85 MI E OF SPUR 408 (Lat: 32.657444,  Lng: -96.884242),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: WESTMORELAND RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.634,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  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: 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.45m (31.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404217,  Location: 0.05 MI E OF IH 35E (Lat: 32.655314,  Lng: -96.878744),  Route carried "on" structure: ServiceUS 67,  Year Built: 1974,  Status: Open,  Structure Length: 16.43m (53.90ft),  Average Daily Traffic: 7,914 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,080 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.607,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404218,  Location: 0.9 MI E OF COCKRELL HILL (Lat: 32.654586,  Lng: -96.877539),  Route carried "on" structure: US 67,  Year Built: 1974,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 44,934 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 89,867 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 7.691,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404219,  Location: 0.9 MI E OF COCKRELL HILL (Lat: 32.653747,  Lng: -96.877944),  Route carried "on" structure: US 67,  Year Built: 1974,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 44,934 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 89,867 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 7.691,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 18057023740422,  Location: 0.1 MI E OF US 67 (Lat: 32.653003,  Lng: -96.876775),  Route carried "on" structure: ServiceUS 67,  Year Built: 1974,  Status: Open,  Structure Length: 17.28m (56.69ft),  Average Daily Traffic: 5,388 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,543 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 7.715,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404221,  Location: IH 20 & US 67 INTERCHANGE (Lat: 32.652800,  Lng: -96.878069),  Route carried "on" structure: Ramp Interstate 67,  Year Built: 1974,  Status: Open,  Structure Length: 35.05m (114.99ft),  Average Daily Traffic: 10,370 (year 2019),  Average Future Daily Traffic: 14,518 (year 2040),  Design Load: HS 20,  Features Intersected: US 67 & IH 20
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 16.093,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404222,  Location: IH 20 & US 67 INTERCHANGE (Lat: 32.655519,  Lng: -96.877367),  Route carried "on" structure: Ramp Interstate 67,  Year Built: 1974,  Status: Open,  Structure Length: 34.59m (113.48ft),  Average Daily Traffic: 3,948 (year 2019),  Average Future Daily Traffic: 5,527 (year 2040),  Design Load: HS 20,  Features Intersected: US 67 & IH 20
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 16.093,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404223,  Location: 0.9 MI E OF COCKRELL HILL (Lat: 32.654167,  Lng: -96.880244),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 47.37m (155.41ft),  Average Daily Traffic: 13,631 (year 2019),  Average Future Daily Traffic: 19,083 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20/US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.546,  Lanes on structure: 1,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 16,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404224,  Location: 0.9 MI E OF COCKRELL HILL (Lat: 33.377847,  Lng: -95.763483),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 50.96m (167.19ft),  Average Daily Traffic: 13,495 (year 2019),  Average Future Daily Traffic: 18,893 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20/US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.745,  Lanes on structure: 1,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 17,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404225,  Location: 0.2 MI E OF US 67 (Lat: 32.651975,  Lng: -96.874825),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 148,507 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 219,640 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.098,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 50.3m (165.0ft),  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: 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: September 2021

Find on map >>   Show street view

Structure Number: 180570237404226,  Location: 0.5 MI E OF US 67 (Lat: 32.650953,  Lng: -96.869806),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 1,826 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,556 (year 2040),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: KIRNWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.27m (33.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404227,  Location: 1.0 MI E OF US 67 (Lat: 32.647428,  Lng: -96.861742),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 148,507 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 297,014 (year 2040),  Design Load: HS 20,  Features Intersected: WHEATLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.282,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.5m (73.8ft)

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

Find on map >>   Show street view

Structure Number: 180570237404228,  Location: 1.35 MI E OF US 67 (Lat: 32.646017,  Lng: -96.856842),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 148,507 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 297,014 (year 2040),  Design Load: HS 20,  Features Intersected: HAMPTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.876,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

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

Find on map >>   Show street view

Structure Number: 180570237404229,  Location: 1.35 MI E OF US 67 (Lat: 32.645575,  Lng: -96.857203),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 74,254 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 148,507 (year 2040),  Design Load: HS 20,  Features Intersected: HAMPTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.876,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

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

Find on map >>   Show street view

Structure Number: 18057023740423,  Location: 2.5 MI E OF US 67 (Lat: 32.643239,  Lng: -96.840200),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 18,254 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: SOUTH POLK ST SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.66m (31.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 180570237404251,  Location: 1.6 MI E OF CORNVALLEY (Lat: 32.671208,  Lng: -96.974717),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 45.72m (150.00ft),  Average Daily Traffic: 87,889 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 114,340 (year 2033),  Design Load: HS 20,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.828,  Lanes on structure: 4,  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: 17,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570237404252,  Location: 1.6 MI E OF CORNVALLEY (Lat: 32.671394,  Lng: -96.979581),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 45.72m (150.00ft),  Average Daily Traffic: 90,034 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 114,340 (year 2033),  Design Load: HS 20,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.828,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570237404253,  Location: 0.9 MI E OF BELT LINE RD (Lat: 32.670392,  Lng: -96.970700),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 90,034 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 114,340 (year 2033),  Design Load: HS 20,  Features Intersected: MOUNTAIN CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.659,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 180570237404254,  Location: 0.9 MI E OF BELT LINE RD (Lat: 32.670981,  Lng: -96.969819),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 87,889 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 114,340 (year 2033),  Design Load: HS 20,  Features Intersected: MOUNTAIN CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.677,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  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: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

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

Find on map >>   Show street view

Structure Number: 180570237404255,  Location: 0.9 MI E OF BELT LINE RD (Lat: 32.669639,  Lng: -96.971203),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 83,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 147,180 (year 2035),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: MOUNTAIN CRK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.773,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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

Find on map >>   Show street view

Structure Number: 180570237404256,  Location: 0.2 MI E OF SPUR 408 (Lat: 32.671031,  Lng: -96.938775),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 141,492 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 196,720 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.707,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.3m (174.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021