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

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Structure Number: 180570106804016,  Location: AT INT OF IH 30 & LP 12 (Lat: 32.765969,  Lng: -96.917264),  Route carried "on" structure: Interstate 30,  Year Built: 2010,  Status: Open,  Structure Length: 41.76m (137.01ft),  Average Daily Traffic: 43,136 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 186,470 (year 2031),  Design Load: HS 20,  Features Intersected: LOOP 12 & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.438,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570106804017,  Location: AT INT OF IH 30 & LP 12 (Lat: 32.766567,  Lng: -96.912719),  Route carried "on" structure: Interstate 30,  Year Built: 2010,  Status: Open,  Structure Length: 41.76m (137.01ft),  Average Daily Traffic: 62,210 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 100,760 (year 2033),  Design Load: HS 20,  Features Intersected: LOOP 12 & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.516,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 27.3m (89.6ft)

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

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Structure Number: 180570106804109,  Location: 3.5 MI E OF LOOP 12 (Lat: 32.766675,  Lng: -96.856742),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 37,887 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 53,042 (year 2040),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: HAMPTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 58.5m (191.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.14m (26.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $54,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570106804181,  Location: 3.5 MI E OF LOOP 12 (Lat: 32.768231,  Lng: -96.856736),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 37,887 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 53,042 (year 2040),  Features Intersected: IH 30 WBFR,  Facility Carried by Structure: HAMPTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.903,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570106804202,  Location: 0.8 MI E OF LOOP 12 (Lat: 32.765781,  Lng: -96.899994),  Route carried "on" structure: Interstate 30,  Year Built: 2000,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 117,986 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 149,930 (year 2031),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.214,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 66.4m (217.8ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 180570106804203,  Location: 1.2 MI E OF LOOP 12 (Lat: 32.766186,  Lng: -96.895619),  Route carried "on" structure: Alternate City street ,  Year Built: 2000,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 3,000 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: COCKRELL HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.075,  Lanes on structure: 7,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.67m (35.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $70,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18057010680431,  Location: 0.4 MI W OF COCKRELL HILL (Lat: 32.766192,  Lng: -96.902811),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 61,986 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 100,760 (year 2033),  Design Load: HS 20,  Features Intersected: CHALK HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.749,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.4m (109.6ft)

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

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Structure Number: 180570106804311,  Location: 1.0 MI W OF HAMPTON RD (Lat: 32.767256,  Lng: -96.874258),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 117,986 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 235,972 (year 2040),  Design Load: HS 20,  Features Intersected: WESTMORELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.434,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 44.0m (144.4ft),  Out-to-Out Width: 46.1m (151.2ft)

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

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Structure Number: 180570106804312,  Location: 0.35 MI W OF HAMPTON RD (Lat: 32.766886,  Lng: -96.862808),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 58,993 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 117,986 (year 2040),  Design Load: HS 20,  Features Intersected: POSTAL WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.507,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 25.7m (84.3ft)

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

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Structure Number: 180570106804313,  Location: 0.05 MI W OF HAMPTON RD. (Lat: 32.767011,  Lng: -96.858011),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 2005,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 36,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: RAMP E SB HAMPTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.434,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804314,  Location: 0.35 MI E OF HAMPTON RD (Lat: 32.764428,  Lng: -96.851128),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 15,333 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: FT WORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.781,  Lanes on structure: 7,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.5m (169.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.48m (31.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804317,  Location: 0.8 MI E OF HAMPTON RD (Lat: 32.764922,  Lng: -96.842814),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 2,000 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: EDGEFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570106804318,  Location: 1.6 MI W OF IH 35E (Lat: 32.766669,  Lng: -96.838022),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 20.24m (66.40ft),  Average Daily Traffic: 109,293 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 218,586 (year 2040),  Design Load: HS 20,  Features Intersected: COOMBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.952,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570106804319,  Location: 1.5 MI W OF IH 35E (Lat: 32.767194,  Lng: -96.836106),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 54,647 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 109,293 (year 2040),  Design Load: HS 20,  Features Intersected: SYLVAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.154,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 25.9m (85.0ft)

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

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Structure Number: 18057010680432,  Location: 0.35 MI W OF HAMPTON RD (Lat: 32.767369,  Lng: -96.862128),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 5,899 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 117,986 (year 2040),  Design Load: HS 20,  Features Intersected: POSTAL WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.507,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 32.0m (105.0ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570106804321,  Location: 1.5 MI W OF IH 35E (Lat: 32.767636,  Lng: -96.835194),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 54,647 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 108,293 (year 2040),  Design Load: HS 20,  Features Intersected: SYLVAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.154,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570106804322,  Location: 0.4 MI W OF COCKRELL HILL (Lat: 32.766700,  Lng: -96.902078),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 62,210 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 100,760 (year 2033),  Design Load: HS 20,  Features Intersected: CHALK HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.749,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Superior to present desirable criteria,  Underclear: Superior to present desirable 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

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Structure Number: 180570106804525,  Location: 0.4 MI S OF COMMERCE ST (Lat: 32.770661,  Lng: -96.814783),  Route carried "on" structure: Interstate 30,  Year Built: 2015,  Status: Open,  Structure Length: 127.77m (419.19ft),  Average Daily Traffic: 130,926 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 190,730 (year 2035),  Design Load: HL 93,  Features Intersected: TRINITY RIVER/IH 35E
Minimum Vertical Clearance: 7.85m (25.75ft),  Kilometerpoint: 19.312,  Lanes on structure: 5,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 29,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.6m (120.1ft)

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

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Structure Number: 180570106804526,  Location: 0.4 MI S OF COMMERCE ST (Lat: 32.770767,  Lng: -96.815064),  Route carried "on" structure: Interstate 30,  Year Built: 2016,  Status: Open,  Structure Length: 130.12m (426.90ft),  Average Daily Traffic: 130,926 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 190,730 (year 2035),  Design Load: HL 93,  Features Intersected: TRINITY RIVER/IH 35E
Minimum Vertical Clearance: 10.03m (32.91ft),  Kilometerpoint: 19.312,  Lanes on structure: 9,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 30,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 46.9m (153.9ft)

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

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Structure Number: 180570106804527,  Location: 0.2 MI NW HOUSTON ST (Lat: 32.771675,  Lng: -96.810833),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 2015,  Status: Open,  Structure Length: 62.51m (205.09ft),  Average Daily Traffic: 4,300 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,700 (year 2036),  Design Load: HL 93,  Features Intersected: IH 35E,  Facility Carried by Structure: RP TO STEMMONS NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.567,  Lanes on structure: 1,  Lanes under structure: 25,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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: 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 Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804528,  Location: 0.4 MI S COMMERCE ST (Lat: 32.768864,  Lng: -96.822867),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 2015,  Status: Open,  Structure Length: 22.01m (72.21ft),  Average Daily Traffic: 4,100 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,300 (year 2046),  Design Load: HL 93,  Features Intersected: BECKLEY AVE/DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 180570106804529,  Location: 0.4 MI S COMMERCE ST (Lat: 32.770414,  Lng: -96.813419),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 2015,  Status: Open,  Structure Length: 31.18m (102.30ft),  Average Daily Traffic: 4,100 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,300 (year 2046),  Design Load: HL 93,  Features Intersected: TRINITY LEVEE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.069,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18057010680453,  Location: 0.3 MI S COMMERCE ST (Lat: 32.771314,  Lng: -96.814733),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 2016,  Status: Open,  Structure Length: 27.49m (90.19ft),  Average Daily Traffic: 4,500 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,900 (year 2046),  Design Load: HL 93,  Features Intersected: TRINITY LEVEE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.069,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804531,  Location: 1.6 Mi W of IH 45 (Lat: 32.769453,  Lng: -96.803936),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2014,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 8,600 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,800 (year 2036),  Design Load: HL 93,  Features Intersected: Ramp 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.803,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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: 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 Precast Panels

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Structure Number: 180570106804533,  Location: 0.35 Mi N of IH 30 (Lat: 32.774803,  Lng: -96.810853),  Route carried "on" structure: Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 104,372 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 155,170 (year 2031),  Design Load: HL 93,  Features Intersected: Reunion Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.442,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 35.1m (115.2ft)

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

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Structure Number: 180570106804534,  Location: 0.01 MI W OF IH 35E (Lat: 32.774758,  Lng: -96.812031),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,800 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,103 (year 2046),  Design Load: HL 93,  Features Intersected: REUNION BLVD,  Facility Carried by Structure: DIRECT CONN 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.979,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very 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: 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 Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804535,  Location: 0.4 MI S COMMERCE ST (Lat: 32.771078,  Lng: -96.811833),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 2016,  Status: Open,  Structure Length: 65.04m (213.39ft),  Average Daily Traffic: 28,700 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 44,100 (year 2046),  Design Load: HL 93,  Features Intersected: RIVERFRONT BLVD/IH 35E,  Facility Carried by Structure: RAMP TO IH 35E NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 20.954,  Lanes on structure: 2,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Number Of Approach Spans: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804536,  Location: 0.4 MI S COMMERCE ST (Lat: 32.770961,  Lng: -96.811803),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 2015,  Status: Open,  Structure Length: 20.27m (66.50ft),  Average Daily Traffic: 12,200 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,800 (year 2046),  Design Load: HL 93,  Features Intersected: RIVERFRONT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.117,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804537,  Location: 0.4 MI S COMMERCE (Lat: 32.769639,  Lng: -96.822733),  Route carried "on" structure: ServiceInterstate 30,  Year Built: 2015,  Status: Open,  Structure Length: 20.73m (68.01ft),  Average Daily Traffic: 4,500 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,900 (year 2046),  Design Load: HL 93,  Features Intersected: BECKLEY AVE/DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804538,  Location: 0.3 MI NW HOUSTON ST (Lat: 32.772078,  Lng: -96.812211),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 43.04m (141.21ft),  Average Daily Traffic: 5,800 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,100 (year 2046),  Design Load: HL 93,  Features Intersected: RIVERFRONT BLVD/RAMP 37,  Facility Carried by Structure: DC 11 TO IH30 WB
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 54.043,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 180570106804539,  Location: 0.3 MI S COMMERCE ST (Lat: 32.771450,  Lng: -96.812044),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 61.02m (200.20ft),  Average Daily Traffic: 2,000 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,100 (year 2046),  Design Load: HL 93,  Features Intersected: IH 35E/RIVERFRONT BLVD,  Facility Carried by Structure: DC 1 TO IH 30 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 54.574,  Lanes on structure: 1,  Lanes under structure: 19,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 3,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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: 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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804541,  Location: 0.4 MI S COMMERCE ST (Lat: 32.770803,  Lng: -96.811522),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 2016,  Status: Open,  Structure Length: 29.81m (97.80ft),  Average Daily Traffic: 2,300 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,500 (year 2046),  Design Load: HL 93,  Features Intersected: RIVERFRONT BLVD,  Facility Carried by Structure: DIRECT CONN 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.117,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804542,  Location: IH 30 @ IH 35E (Lat: 32.769572,  Lng: -96.803378),  Route carried "on" structure: Interstate 30,  Year Built: 2017,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 61,060 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very 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: 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 Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804543,  Location: 0.4 MI S COMMERCE ST (Lat: 32.771111,  Lng: -96.811650),  Route carried "on" structure: Interstate 35,  Year Built: 2015,  Status: Open,  Structure Length: 88.45m (290.19ft),  Average Daily Traffic: 13,000 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,800 (year 2046),  Design Load: HL 93,  Features Intersected: IH35E SB/RIVERFRONT BLVD,  Facility Carried by Structure: HOV RP TO IH 30 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.786,  Lanes on structure: 1,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 9,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

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: High priority of corrective action,  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 Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804544,  Location: 0.1 MI NW OF HOUSTON ST (Lat: 32.771917,  Lng: -96.810233),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 24.63m (80.81ft),  Average Daily Traffic: 7,800 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,200 (year 2046),  Design Load: HL 93,  Features Intersected: IH 35E NB OFF-RAMP,  Facility Carried by Structure: DIRECT CONN 7
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 54.526,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: 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: 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 Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804547,  Location: 0.1 MI NE IH 35E (Lat: 32.770811,  Lng: -96.807433),  Route carried "on" structure: City street 35,  Year Built: 2015,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,500 (year 2035),  Design Load: HL 93,  Features Intersected: STEMMONS SERVICE RD,  Facility Carried by Structure: HOUSTON ST GARAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.639,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

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: High priority of replacement,  Underclear: Better than 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 Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804562,  Location: 0.1 MI E RIVERFRONT BLVD (Lat: 32.777161,  Lng: -96.810997),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2015,  Status: Open,  Structure Length: 41.33m (135.60ft),  Average Daily Traffic: 4,300 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,709 (year 2035),  Design Load: HL 93,  Features Intersected: REUNION BLVD/COMMERCE ST,  Facility Carried by Structure: DIRECT CONN 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.092,  Lanes on structure: 1,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 4,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180570106804572,  Location: 1.10 MI E of PGBT (Lat: 32.759139,  Lng: -96.976119),  Route carried "on" structure: Interstate 30,  Year Built: 2016,  Status: Open,  Structure Length: 66.02m (216.60ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,000 (year 2050),  Design Load: HL 93,  Features Intersected: IH 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  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: 17,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place