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

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Structure Number: 180570G01060001,  Location: 0.2 MI W OF IH 35E (Lat: 32.895697,  Lng: -96.901842),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,000 (year 2031),  Design Load: HS 20,  Features Intersected: RICHARDS BRANCH,  Facility Carried by Structure: ROYAL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Good,  Superstructure: 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570H0022507,  Location: 1.7 MI W OF IH 35E (Lat: 32.951447,  Lng: -96.938486),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 8,500 (year 2013),  Average Future Daily Traffic: 34,899 (year 2033),  Features Intersected: ELM FORK TRINITY RIVER,  Facility Carried by Structure: BELT LINE RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.127,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570LF8003001,  Location: 0.20 MI NW of Kirnwood Dr (Lat: 32.654828,  Lng: -96.873008),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,400 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,800 (year 2041),  Features Intersected: Woody Branch,  Facility Carried by Structure: Cliff Crk Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Channel: Good,  Culverts: 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,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570LG0442001,  Location: 0.2 Mi E of Carbondale St (Lat: 32.711792,  Lng: -96.743933),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 230 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 300 (year 2041),  Features Intersected: Honey Springs Branch,  Facility Carried by Structure: Solar Ln/Kiska St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  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

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Structure Number: 180570LG1820001,  Location: 0.2 Mi W of N Masters Dr (Lat: 32.742433,  Lng: -96.652033),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,200 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,300 (year 2039),  Features Intersected: Lake June Branch,  Facility Carried by Structure: Oak Gate Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570LG2475001,  Location: 0.3 MI N of Telephone Rd (Lat: 32.634464,  Lng: -96.765631),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 231 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 462 (year 2039),  Design Load: HL 93,  Features Intersected: TRIB NEWTON CREEK,  Facility Carried by Structure: VAN HORN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570LG2891001,  Location: 0.20 MI N of Illinois Ave (Lat: 32.723008,  Lng: -96.859086),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 400 (year 2021),  Average Future Daily Traffic: 550 (year 2041),  Features Intersected: Elmwood Branch,  Facility Carried by Structure: S Franklin St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180570LG4825001,  Location: 100 ft N of LP 12 (Lat: 32.706719,  Lng: -96.739311),  Route carried "on" structure: State highway ,  Year Built: 2007,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 20 (year 2021),  Average Future Daily Traffic: 40 (year 2041),  Design Load: HS 20,  Features Intersected: Drain,  Facility Carried by Structure: Sleepy Hollow Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570M01230002,  Location: 0.2 MI W OF HUTCHINS RD (Lat: 32.595247,  Lng: -96.750692),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 500 (year 2018),  Average Future Daily Traffic: 1,000 (year 2031),  Design Load: HL 93,  Features Intersected: KELLER BRANCH,  Facility Carried by Structure: 3RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570V00025031,  Location: 1.1 MI N OF IH 635 (Lat: 32.939942,  Lng: -96.993400),  Route carried "on" structure: City street ,  Year Built: 1993,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 37,364 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,309 (year 2037),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: BELT LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

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

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Structure Number: 180570V00025032,  Location: 1.0 MI N OF IH 635 (Lat: 32.938864,  Lng: -96.993406),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 37,364 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,309 (year 2037),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: BELT LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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

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Structure Number: 180610296404494,  Location: 0.6 MI NE OF FRANKFORD RD (Lat: 33.004358,  Lng: -96.853803),  Route carried "on" structure: Other road 190,  Year Built: 2009,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 112,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 120,000 (year 2028),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: PGBT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 53.6m (175.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 180610296404539,  Location: 2.30 MI W OF N DALLAS TL (Lat: 32.997333,  Lng: -96.859106),  Route carried "on" structure: Other road 190,  Year Built: 2001,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 9,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,800 (year 2034),  Design Load: HS 20,  Features Intersected: FRANKFORD RD,  Facility Carried by Structure: PGBT EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.734,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 18061029640454,  Location: 2.30 MI W OF N DALLAS TL (Lat: 32.997339,  Lng: -96.859433),  Route carried "on" structure: Other road 190,  Year Built: 2001,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 8,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,800 (year 2034),  Design Load: HS 20,  Features Intersected: FRANKFORD RD,  Facility Carried by Structure: PGBT WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.734,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  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: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 180610296404541,  Location: 2.00 MI W OF DALLAS TLWY (Lat: 33.001158,  Lng: -96.856269),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 5,800 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2034),  Design Load: HS 20,  Features Intersected: PGBT,  Facility Carried by Structure: MARSH LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: Local Toll Authority,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 31.7m (104.0ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $46,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180610296404542,  Location: 1.15 MI W OF DALLAS TLWY (Lat: 33.011189,  Lng: -96.848814),  Route carried "on" structure: Other road 190,  Year Built: 2001,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 9,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,800 (year 2034),  Design Load: HS 20,  Features Intersected: ROSEMEADE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 4,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 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: 37.2m (122.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 180610296404543,  Location: 1.15 MI W OF DALLAS TLWY (Lat: 33.011311,  Lng: -96.849150),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 8,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,000 (year 2034),  Design Load: HS 20,  Features Intersected: ROSEMEADE PKWY,  Facility Carried by Structure: SH 190 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 4,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 180610296404544,  Location: 0.85 MI W OF DALLAS TLWY (Lat: 33.012553,  Lng: -96.843261),  Route carried "on" structure: Other road 190,  Year Built: 2001,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 9,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,800 (year 2034),  Design Load: HS 20,  Features Intersected: MIDWAY RD,  Facility Carried by Structure: PGBT EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 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: 35.1m (115.2ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 180610296404545,  Location: 0.85 MI W OF DALLAS TLWY (Lat: 33.012822,  Lng: -96.843258),  Route carried "on" structure: Other road 190,  Year Built: 2001,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 8,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,800 (year 2034),  Design Load: HS 20,  Features Intersected: MIDWAY RD,  Facility Carried by Structure: PGBT WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 180610296404546,  Location: 0.05 MI W ROSEMEADE PKWY (Lat: 33.010811,  Lng: -96.850714),  Route carried "on" structure: Other road 190,  Year Built: 2001,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 16,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,000 (year 2034),  Design Load: HS 20,  Features Intersected: FURNEAUX CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 12,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 55.5m (182.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 1806109K1030001,  Location: 0.60 MI S ROSEMEADE PKWY (Lat: 33.002989,  Lng: -96.865922),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 7,849 (year 2012),  Average Future Daily Traffic: 12,924 (year 2030),  Features Intersected: TRIB OF FURNEAUX CR,  Facility Carried by Structure: KELLY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Total Project Cost: $63,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1806109K1030002,  Location: 0.15 MI N OF FRANKFORD (Lat: 32.998608,  Lng: -96.864583),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,849 (year 2012),  Average Future Daily Traffic: 14,387 (year 2030),  Features Intersected: TRIB OF FURNEAUX CR,  Facility Carried by Structure: KELLY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 1806109L5700001,  Location: 0.05 MI S ROSEMEADE PKWY (Lat: 33.010019,  Lng: -96.847086),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,000 (year 2012),  Average Future Daily Traffic: 7,500 (year 2030),  Features Intersected: TRIB OF FURNEAUX CR,  Facility Carried by Structure: LINA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1806109M1960013,  Location: 0.10 MI S ROSEMEADE PKWY (Lat: 33.009808,  Lng: -96.857428),  Route carried "on" structure: City street ,  Year Built: 1985,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,300 (year 2012),  Average Future Daily Traffic: 8,480 (year 2030),  Features Intersected: TRIB OF FURNEAUX CR,  Facility Carried by Structure: MARSH LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 1806109M1960014,  Location: 0.60 MI S ROSEMEADE PKWY (Lat: 33.006158,  Lng: -96.857411),  Route carried "on" structure: City street ,  Year Built: 1985,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5,150 (year 2013),  Average Future Daily Traffic: 8,480 (year 2033),  Features Intersected: FURNEAUX CREEK TRIBUTARY,  Facility Carried by Structure: MARSH LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 1806109M5760006,  Location: 0.20 MI S OF PLANO PKWY (Lat: 33.016206,  Lng: -96.843378),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,000 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,500 (year 2033),  Features Intersected: KCS RAILROAD,  Facility Carried by Structure: MIDWAY RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 181300009503061,  Location: 0.7 MI E OF DALLAS CO (Lat: 32.775489,  Lng: -96.507875),  Route carried "on" structure: US 80,  Year Built: 1941,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 30,537 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 58,710 (year 2035),  Design Load: H 15,  Features Intersected: E FK TRIN REL 1 & SRV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 181300009503071,  Location: 0.7 MI E OF DALLAS C/L (Lat: 32.775397,  Lng: -96.507911),  Route carried "on" structure: US 80,  Year Built: 1955,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 30,173 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 58,710 (year 2035),  Features Intersected: E FK TRIN REL 1 & SRV RD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.051,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.32m (27.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $29,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 181300009503072,  Location: 0.85 MI W OF FM 460 (Lat: 32.774072,  Lng: -96.501492),  Route carried "on" structure: US 80,  Year Built: 1955,  Year Reconstructed: 1978,  Status: Temporarily open,  Structure Length: 43.13m (141.50ft),  Average Daily Traffic: 30,173 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 58,710 (year 2035),  Features Intersected: EAST FORK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 45,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.13m (141.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $153,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 181990000912385,  Location: 1.40 MI W OF FM 740 (Lat: 32.888644,  Lng: -96.491692),  Route carried "on" structure: Interstate 30,  Year Built: 1995,  Status: Open,  Structure Length: 32.00m (104.99ft),  Average Daily Traffic: 82,077 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 115,840 (year 2033),  Design Load: HS 20,  Features Intersected: EAST FORK TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.440,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Very 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180430296405026,  Location: DNT & SH 190 (Lat: 33.012686,  Lng: -96.828250),  Route carried "under" structure: Other road 190,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 19,600 (year 2015),  Truck Traffic: 1%,  Features Intersected: DALLAS NORTH TOLLWAY
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 3.983,  Lanes on structure: 4,  Lanes under structure: 12,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 180430296405027,  Location: DNT @ SH 190 (Lat: 33.012817,  Lng: -96.828244),  Route carried "under" structure: Other road 190,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 19,600 (year 2015),  Truck Traffic: 1%,  Features Intersected: DALLAS NORTH TOLLWAY
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 3.822,  Lanes on structure: 4,  Lanes under structure: 12,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 180430296405028,  Location: DNT @ SH 190 (Lat: 33.012011,  Lng: -96.827664),  Route carried "under" structure: Other road 190,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 15,200 (year 2015),  Truck Traffic: 1%,  Features Intersected: DALLAS N TOLLWAY NB FR
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 180430296405029,  Location: SH 190 @ DNT (Lat: 33.014033,  Lng: -96.826522),  Route carried "under" structure: Other road 190,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 1%,  Features Intersected: DNT @ SH 190
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 17,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 18043029640503,  Location: SH 190 @ DNT (Lat: 33.014344,  Lng: -96.829689),  Route carried "under" structure: Other road 190,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 1%,  Features Intersected: DNT SB FR
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 180430296405031,  Location: SH 190 @ DNT (Lat: 33.011386,  Lng: -96.828825),  Route carried "under" structure: Other road ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2015),  Truck Traffic: 1%,  Features Intersected: DNT @ SH 190,  Facility Carried by Structure: SH 190 CONN D
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 12,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 180430296405032,  Location: SH 190 @ DNT (Lat: 33.012122,  Lng: -96.831075),  Route carried "under" structure: Other road 190,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 1%,  Features Intersected: DNT SB FR
Minimum Vertical Clearance: 11.28m (37.01ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180430296405033,  Location: SH 190 @ DNT ROAD (Lat: 33.012261,  Lng: -96.830983),  Route carried "under" structure: Other road 190,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2015),  Truck Traffic: 1%,  Features Intersected: DALLAS N TOLL PLANO PKY
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 13,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 180430296405034,  Location: SH 190 @ DNT (Lat: 33.013178,  Lng: -96.827569),  Route carried "under" structure: Other road 190,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 2015),  Truck Traffic: 1%,  Features Intersected: DALLAS N TOLL CONN B D
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 20,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 180430296405035,  Location: SH 190 @ DNT (Lat: 33.013344,  Lng: -96.827514),  Route carried "under" structure: Other road 190,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 2015),  Truck Traffic: 1%,  Features Intersected: DALLAS N TOLLWAY NB FR
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 180430296405053,  Location: 0.75 MI SE OF SH 289 (Lat: 33.008883,  Lng: -96.785203),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 750 (year 2010),  Features Intersected: OHIO DR / MAPLESHADE LN,  Facility Carried by Structure: PGBT EB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 60.212,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180430296405549,  Location: SH 190 @ Coit Road (Lat: 32.999439,  Lng: -96.768253),  Route carried "under" structure: City street 1,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 43,844 (year 2018),  Truck Traffic: 3%,  Features Intersected: COIT RD,  Facility Carried by Structure: PGBT EB
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 39.146,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 1804309D0470001,  Location: 0.50 MI S OF FRANKFORD RD (Lat: 32.990581,  Lng: -96.829394),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2011),  Features Intersected: Dallas N Tollway,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.014,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1804309D0470002,  Location: 0.40 MI S OF FRANKFORD RD (Lat: 32.992361,  Lng: -96.829492),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 3,180 (year 2011),  Features Intersected: Dallas N Tollway,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.547,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 1804309D0470004,  Location: 0.65 MI N OF FRANKFORD RD (Lat: 33.007283,  Lng: -96.829183),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2011),  Features Intersected: HAVERWOOD LN,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.016,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1804309D0470011,  Location: 0.40 MI N OF BRIARGROVE (Lat: 32.997558,  Lng: -96.829308),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2011),  Features Intersected: FRANKFORD RD,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.416,  Lanes on structure: 8,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 18057000080831,  Location: 1.22 MI S of IH 30 (Lat: 32.749500,  Lng: -96.919258),  Route carried "under" structure: State highway 12,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 119,180 (year 2013),  Truck Traffic: 7%,  Features Intersected: Loop 12,  Facility Carried by Structure: SH 180 EB
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 21.316,  Lanes on structure: 3,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 180570000808311,  Location: 1.20 MI S of IH 30 (Lat: 32.749844,  Lng: -96.917989),  Route carried "under" structure: State highway 12,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 129,000 (year 2011),  Truck Traffic: 5%,  Features Intersected: Loop 12,  Facility Carried by Structure: SH 180 WB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 21.491,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 180570000902303,  Location: 1.45 Mi NE of IH 30 (Lat: 32.806806,  Lng: -96.733119),  Route carried "under" structure: ServiceState highway 78,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2016),  Truck Traffic: 6%,  Features Intersected: Turnarounds / Old RR Bed
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 25.790,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 180570000902473,  Location: 1.45 Mi NE of IH 30 (Lat: 32.807000,  Lng: -96.733072),  Route carried "under" structure: ServiceState highway 78,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2016),  Truck Traffic: 6%,  Features Intersected: Turnarounds / Old RR Bed
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 25.790,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 180570000911079,  Location: 1.8 Mi W of IH 45 (Lat: 32.769792,  Lng: -96.808933),  Route carried "under" structure: Interstate 30,  Year Built: 1911,  Structure Length: 0. m,  Average Daily Traffic: 162,380 (year 2013),  Truck Traffic: 7%,  Features Intersected: IH 30 & Trinity River,  Facility Carried by Structure: Houston St.
Minimum Vertical Clearance: 12.45m (40.85ft),  Kilometerpoint: 4.957,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 180570000911189,  Location: 1.2 Mi W of IH 45 (Lat: 32.771336,  Lng: -96.800803),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 164,190 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Lamar St
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 5.871,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)