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

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Structure Number: 180430C04208001,  Location: 0.30 MI W SPRING CREEK (Lat: 33.056889,  Lng: -96.812472),  Route carried "on" structure: City street ,  Year Built: 2010,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 8,400 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,100 (year 2031),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: WINDHAVEN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 38.3m (125.7ft)

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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430C04260001,  Location: 0.15 MI N OF W PARK BLVD (Lat: 33.028892,  Lng: -96.762161),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,227 (year 2019),  Average Future Daily Traffic: 2,937 (year 2031),  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: WOODBURN CORNERS
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),  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),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180430C04335002,  Location: 1.90 MI E OF SHILOH RD (Lat: 33.010567,  Lng: -96.631581),  Route carried "on" structure: City street 544,  Year Built: 1998,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 15,125 (year 2011),  Average Future Daily Traffic: 21,780 (year 2031),  Features Intersected: ROWLETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.761,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.9m (52.2ft)

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

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Structure Number: 180430C04335003,  Location: 1.80 MI E OF SHILOH RD (Lat: 33.010153,  Lng: -96.632906),  Route carried "on" structure: City street 544,  Year Built: 1998,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 15,120 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,000 (year 2031),  Features Intersected: ROWLETT CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.439,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.9m (52.2ft)

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

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Structure Number: 180430C04335004,  Location: 1.90 MI E OF SHILOH RD (Lat: 33.010597,  Lng: -96.631586),  Route carried "on" structure: City street 544,  Year Built: 1998,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 15,125 (year 2011),  Average Future Daily Traffic: 21,780 (year 2031),  Features Intersected: ROWLETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.761,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.9m (52.2ft)

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

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Structure Number: 180430C04335005,  Location: 1.80 MI E OF SHILOH RD (Lat: 33.010194,  Lng: -96.632919),  Route carried "on" structure: City street 544,  Year Built: 1998,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 15,120 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,000 (year 2031),  Features Intersected: ROWLETT CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.439,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.9m (52.2ft)

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

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Structure Number: 180430C04350003,  Location: 0.20 MI W OF INDEPENDENCE (Lat: 33.019408,  Lng: -96.752872),  Route carried "on" structure: City street 26,  Year Built: 1982,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 19,400 (year 2011),  Average Future Daily Traffic: 27,936 (year 2031),  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: W 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.012,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 29 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: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Good,  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: March 2021

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Structure Number: 180430C04350004,  Location: 0.20 MI E OF CUSTER RD (Lat: 33.019442,  Lng: -96.730025),  Route carried "on" structure: City street 26,  Year Built: 1980,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 20,210 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,304 (year 2031),  Features Intersected: PITTMAN CREEK,  Facility Carried by Structure: W 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.104,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430C04350005,  Location: 0.10 MI W OF US 75 (Lat: 33.019294,  Lng: -96.711939),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 20,699 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,568 (year 2031),  Design Load: H 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: W 15TH ST EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430C04350006,  Location: 0.10 MI W OF US 75 (Lat: 33.019328,  Lng: -96.711958),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 20,699 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,568 (year 2031),  Design Load: H 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: W 15TH ST WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430C04365001,  Location: 0.15 MI W OF US 75 (Lat: 33.021439,  Lng: -96.712436),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 1,772 (year 2019),  Average Future Daily Traffic: 1,500 (year 2031),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: W 16TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180430C04425001,  Location: 0.15 MI N OF E PLANO PKWY (Lat: 33.009756,  Lng: -96.703022),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,174 (year 2019),  Average Future Daily Traffic: 3,200 (year 2031),  Features Intersected: SPRING CREEK TRIBUTARY,  Facility Carried by Structure: AVENUE F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

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

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Structure Number: 180430F00103001,  Location: 1.0 MI E OF JUPITER RD (Lat: 33.073139,  Lng: -96.655275),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 3,264 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,570 (year 2038),  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: CHAPARRAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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 or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  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

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Structure Number: 180430LS8401001,  Location: 0.07 MI W OF W PLANO PKWY (Lat: 33.012983,  Lng: -96.773653),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 216 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 302 (year 2038),  Design Load: HS 20,  Features Intersected: MCKAMY BRANCH,  Facility Carried by Structure: COMMERCE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2020

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Structure Number: 180430LS8618001,  Location: 0.20 MI N OF E PARK BLVD (Lat: 33.034950,  Lng: -96.697425),  Route carried "on" structure: City street ,  Year Built: 1978,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 163 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 163 (year 2039),  Features Intersected: TRIB BROWN BRANCH,  Facility Carried by Structure: DOBIE DR
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: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

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

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Structure Number: 180610C00044001,  Location: 0.2 MI S OF W PARKER RD (Lat: 33.043400,  Lng: -96.849361),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 280 (year 2018),  Average Future Daily Traffic: 420 (year 2038),  Features Intersected: Indian Creek,  Facility Carried by Structure: Crooked Stick Dr
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.2m (59.7ft)

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,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180610C00833001,  Location: 0.10 MI E OF LA COSTA DR (Lat: 33.039983,  Lng: -96.847483),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,760 (year 2011),  Average Future Daily Traffic: 7,099 (year 2031),  Features Intersected: INDIAN CREEK TRIBUTARY,  Facility Carried by Structure: COLUMBINE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  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: Very good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 180610C02795024,  Location: 1.35 MI E OF PLANO PKWY (Lat: 33.044739,  Lng: -96.851228),  Route carried "on" structure: City street ,  Year Built: 2000,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 600 (year 2011),  Average Future Daily Traffic: 800 (year 2031),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: W PARKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 32.0m (105.0ft)

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

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Structure Number: 180610C03560008,  Location: 0.70 MI W OF MIDWAY ROAD (Lat: 33.069989,  Lng: -96.849183),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 7,464 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,748 (year 2031),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: SPRING CK PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180610C03560009,  Location: 0.70 MI W OF MIDWAY ROAD (Lat: 33.069961,  Lng: -96.849614),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 7,464 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,748 (year 2031),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: SPRING CK PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  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: 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: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18043000470624,  Location: 0.60 MI N OF 15TH ST (Lat: 33.028442,  Lng: -96.709247),  Route carried "under" structure: US 75,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 208,921 (year 2018),  Truck Traffic: 6%,  Features Intersected: US 75,  Facility Carried by Structure: PARK BLVD
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 18.694,  Lanes on structure: 6,  Lanes under structure: 18,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 180430004706276,  Location: 1.10 MI N OF G BUSH TPKE (Lat: 33.019728,  Lng: -96.709769),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 20,699 (year 2018),  Truck Traffic: 1%,  Features Intersected: E 15TH STREET,  Facility Carried by Structure: US 75 NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.805,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 180430004706277,  Location: US 75 & SPRING CRK PKWY (Lat: 33.057181,  Lng: -96.694158),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 36,500 (year 2018),  Truck Traffic: 4%,  Features Intersected: SPRING CREEK PKWY,  Facility Carried by Structure: US 75 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.805,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 180430004706297,  Location: 2.55 MI S OF FM 2170 (Lat: 33.066097,  Lng: -96.690289),  Route carried "under" structure: US 75,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 161,133 (year 2013),  Truck Traffic: 6%,  Features Intersected: US 75,  Facility Carried by Structure: LEGACY DRIVE
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 14.074,  Lanes on structure: 7,  Lanes under structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 180430004706427,  Location: 1.10 MI N OF G BUSH TNPKE (Lat: 33.019733,  Lng: -96.709575),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 20,699 (year 2018),  Truck Traffic: 2%,  Features Intersected: E 15TH STREET,  Facility Carried by Structure: US 75 SB
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 0.805,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 180430004706428,  Location: AT US 75-SPRING CRK PKWAY (Lat: 33.057161,  Lng: -96.694339),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 36,500 (year 2018),  Truck Traffic: 4%,  Features Intersected: SPRING CREEK PKWY,  Facility Carried by Structure: US 75 SB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.805,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 180430004706609,  Location: 1.25 MI N OF 15TH ST (Lat: 33.037475,  Lng: -96.704500),  Route carried "under" structure: US 75,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 185,572 (year 2010),  Truck Traffic: 6%,  Features Intersected: US 75,  Facility Carried by Structure: PARKER RD-CENTER
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 17.611,  Lanes on structure: 8,  Lanes under structure: 14,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 18043000470661,  Location: 1.25 MI N OF 15TH ST. (Lat: 33.037611,  Lng: -96.704428),  Route carried "under" structure: US 75,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 185,572 (year 2018),  Truck Traffic: 6%,  Features Intersected: US 75,  Facility Carried by Structure: PARKER RD (NORTH)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 17.611,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 180430004706611,  Location: 1.25 MI N OF 15TH ST (Lat: 33.037253,  Lng: -96.704614),  Route carried "under" structure: US 75,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 208,921 (year 2018),  Truck Traffic: 6%,  Features Intersected: US 75,  Facility Carried by Structure: PARKER RD (SOUTH)
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 17.611,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 180430004706662,  Location: 0.3 mi N of PGBT (Lat: 33.009089,  Lng: -97.707939),  Route carried "under" structure: US 75,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 208,921 (year 2018),  Truck Traffic: 5%,  Features Intersected: US 75,  Facility Carried by Structure: Plano Pkwy. EB
Minimum Vertical Clearance: 5.03m (16.50ft),  Lanes on structure: 5,  Lanes under structure: 15,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: 180430004706663,  Location: 0.3 mi N of PGBT (Lat: 33.009181,  Lng: -96.707950),  Route carried "under" structure: US 75,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 239,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: US 75,  Facility Carried by Structure: Plano Pkwy. WB
Minimum Vertical Clearance: 5.08m (16.67ft),  Lanes on structure: 5,  Lanes under structure: 15,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: 180430036404122,  Location: DNT/SH 121 INTERCHANGE (Lat: 33.091222,  Lng: -96.822914),  Route carried "under" structure: Other road ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 18,919 (year 2018),  Truck Traffic: 3%,  Features Intersected: DNT FRONTAGE ROADS,  Facility Carried by Structure: SH 121 NB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 12.588,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 180430036404137,  Location: 5.5 MI W OF US 75 (Lat: 33.124964,  Lng: -96.733219),  Route carried "under" structure: State highway 2478,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 27,884 (year 2020),  Truck Traffic: 3%,  Features Intersected: CUSTER RD (FM 2478),  Facility Carried by Structure: SH 121 NB
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 3.455,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 180430036404165,  Location: 0.5 MI NE OF DNT (Lat: 33.093250,  Lng: -96.814414),  Route carried "under" structure: County highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 20,518 (year 2018),  Truck Traffic: 3%,  Features Intersected: PARKWOOD BOULEVARD,  Facility Carried by Structure: SRT NBML
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 180430036404166,  Location: 0.53 MI NE OF DNT (Lat: 33.094231,  Lng: -96.811114),  Route carried "under" structure: Ramp State highway 121,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: SH 121 EB ON RAMP B
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 180430036404168,  Location: AT SH 289 (PRESTON) INT (Lat: 33.096889,  Lng: -96.805528),  Route carried "under" structure: County highway 289,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 27,531 (year 2018),  Truck Traffic: 1%,  Features Intersected: SH 289,  Facility Carried by Structure: SRT NB ML
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 37.641,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 180430036404169,  Location: AT INT SH 121 & SH 289 (Lat: 33.097147,  Lng: -96.805531),  Route carried "under" structure: ServiceState highway 121,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 48,837 (year 2018),  Truck Traffic: 7%,  Features Intersected: SH 121 FRONTAGE ROADS,  Facility Carried by Structure: SH 289
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 30.269,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 180430036404179,  Location: 1.0 MI SW OF DNT (Lat: 33.086447,  Lng: -96.838794),  Route carried "under" structure: County highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: LEGACY DRIVE,  Facility Carried by Structure: SRT NB
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 18043003640419,  Location: 0.5 MI NE OF SH 289 (Lat: 33.100539,  Lng: -96.797669),  Route carried "under" structure: State highway 121,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 110,632 (year 2018),  Truck Traffic: 5%,  Features Intersected: SH 121,  Facility Carried by Structure: OHIO DR
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 33.830,  Lanes on structure: 6,  Lanes under structure: 14,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 180430036404426,  Location: 1.1 MI NE OF SH 289 (Lat: 33.103864,  Lng: -96.788269),  Route carried "under" structure: County highway ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: HILLCREST ROAD,  Facility Carried by Structure: SH 121 NB
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 180430036404427,  Location: 1.1 MI NE OF SH 289 (Lat: 33.104367,  Lng: -96.788308),  Route carried "under" structure: County highway ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: HILLCREST ROAD,  Facility Carried by Structure: SH 121 SB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 180430036404432,  Location: 2.2 MI SW OF FM 2478 (Lat: 33.111819,  Lng: -96.768092),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: COIT ROAD,  Facility Carried by Structure: SH 121 NB
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 180430036404433,  Location: 2.2 MI SW OF FM 2478 (Lat: 33.111819,  Lng: -96.768092),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: COIT ROAD,  Facility Carried by Structure: SH 121 SB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 180430036404436,  Location: 1.1 MI SW OF FM 2478 (Lat: 33.119347,  Lng: -96.750842),  Route carried "under" structure: County highway ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: INDEPENDENCE PARKWAY,  Facility Carried by Structure: SH 121 SB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 180430036404437,  Location: 1.1 MI SW OF FM 2478 (Lat: 33.118808,  Lng: -96.750722),  Route carried "under" structure: County highway ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: INDEPENDENCE PARKWAY,  Facility Carried by Structure: SH 121 NB
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 180430036404624,  Location: DNT & SH 121 TOLL RD (Lat: 33.088322,  Lng: -96.823325),  Route carried "under" structure: ServiceState highway ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 18,919 (year 2018),  Truck Traffic: 3%,  Features Intersected: DNT SBFR,  Facility Carried by Structure: SH 121 N TO DNT S
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 180430036404624,  Location: DNT & SH 121 TOLL RD (Lat: 33.089839,  Lng: -96.825342),  Route carried "under" structure: ServiceState highway ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 27,894 (year 2018),  Truck Traffic: 2%,  Features Intersected: SH 121 NBFR,  Facility Carried by Structure: SH 121 N TO DNT S
Minimum Vertical Clearance: 12.50m (41.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 180430036404625,  Location: DNT & SH 121 TOLL RD (Lat: 33.096864,  Lng: -96.822647),  Route carried "under" structure: Ramp Other road ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 1%,  Features Intersected: DNT NB EXIT RAMP,  Facility Carried by Structure: SH 121 N TO DNT N
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 91.7m (300.9ft)

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Structure Number: 180430036404625,  Location: DNT & SH 121 TOLL RD (Lat: 33.087933,  Lng: -96.833125),  Route carried "under" structure: Ramp Other road 121,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: SH 121 NB ENTRANCE RAMP
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 91.7m (300.9ft)

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Structure Number: 180430036404625,  Location: DNT & SH 121 TOLL RD (Lat: 33.091094,  Lng: -96.823439),  Route carried "under" structure: Ramp Other road ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 110,632 (year 2018),  Truck Traffic: 5%,  Features Intersected: DNT NB to SH 121 SB,  Facility Carried by Structure: SH 121 N TO DNT N
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 91.7m (300.9ft)

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Structure Number: 180430036404625,  Location: DNT & SH 121 TOLL RD (Lat: 33.090511,  Lng: -96.824169),  Route carried "under" structure: Ramp Other road ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 65,518 (year 2018),  Truck Traffic: 7%,  Features Intersected: DNT NB to SH 121 NB,  Facility Carried by Structure: SH 121 N TO DNT N
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 91.7m (300.9ft)

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Structure Number: 180430036404627,  Location: DNT SH 121 TOLL RD (Lat: 33.092750,  Lng: -96.823267),  Route carried "under" structure: Ramp Other road 121,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 20,206 (year 2018),  Features Intersected: DNT S TO SH 121 N,  Facility Carried by Structure: SRT S TO DNT S
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 0.000,  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: 89.6m (294.0ft)

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Structure Number: 18043003640463,  Location: DNT & SH 121 TOLL RD (Lat: 33.089619,  Lng: -96.822797),  Route carried "under" structure: Other road 121,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 56,198 (year 2018),  Truck Traffic: 4%,  Features Intersected: DNT NBML
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 36.271,  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: 87.5m (287.1ft)

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Structure Number: 180430036404631,  Location: DNT & SH 121 TOLL RD (Lat: 33.087189,  Lng: -96.822717),  Route carried "under" structure: Ramp Other road ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: HDQ-NDNT RAMP,  Facility Carried by Structure: DNT N TO SRT N
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.2m (213.9ft)

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Structure Number: 180430296405052,  Location: 0.75 MI SE OF SH 289 (Lat: 33.007547,  Lng: -96.783139),  Route carried "under" structure: Alternate 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: SH 190 WB
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.661,  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)

Structure Number: 180430296405312,  Location: 6.5 MI N OF IH 635,  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 164,300 (year 2010),  Truck Traffic: 9%,  Features Intersected: US 75/DART RR/SPRING CRK,  Facility Carried by Structure: SH 190 WB ML
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 21.445,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

Structure Number: 180430296405316,  Location: US 75 @ SH 190,  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 34,255 (year 2010),  Truck Traffic: 9%,  Features Intersected: US 75 CONN J CONN K,  Facility Carried by Structure: SH 190 CONN I
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 15.731,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 69.2m (227.0ft)

Structure Number: 180430296405318,  Location: US 75 @ SH 190,  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 34,255 (year 2010),  Truck Traffic: 9%,  Features Intersected: US 75,  Facility Carried by Structure: SH 190 CONN K
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 15.731,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.1m (184.1ft)

Structure Number: 180430296405319,  Location: US 75 @ SH 190,  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 34,255 (year 2010),  Truck Traffic: 9%,  Features Intersected: US 75 SBFR,  Facility Carried by Structure: SH 190 CONN L
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 15.731,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

Structure Number: 18043029640532,  Location: US 75 @ SH 190,  Route carried "under" structure: ServiceUS 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 16,430 (year 2010),  Truck Traffic: 6%,  Features Intersected: US 75 NBFR / DART RR,  Facility Carried by Structure: SH 190 CONN M
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 21.445,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 180430296405548,  Location: SH 190 @ Coit Rd. (Lat: 32.999744,  Lng: -96.768247),  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 WB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 38.103,  Lanes on structure: 5,  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: 18043029640555,  Location: 2.3 MI W OF US 75 (Lat: 33.003747,  Lng: -96.748658),  Route carried "under" structure: City street 190,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 118,732 (year 2018),  Truck Traffic: 5%,  Features Intersected: SH 190,  Facility Carried by Structure: INDEPENDENCE PKWY
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 12.030,  Lanes on structure: 10,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 180430296405553,  Location: SH 190 @ Custer Pkwy. (Lat: 33.004025,  Lng: -96.732194),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 25,706 (year 2018),  Truck Traffic: 3%,  Features Intersected: CUSTER PKWY,  Facility Carried by Structure: SH 190 WB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 13.634,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 180430296405555,  Location: 1.5 MI E OF US 75 (Lat: 33.002761,  Lng: -96.682289),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 25,531 (year 2018),  Truck Traffic: 3%,  Features Intersected: JUPITER RD,  Facility Carried by Structure: PGBT WB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 13.554,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 180430296405583,  Location: SH 190 @ SH289/Preston (Lat: 33.012200,  Lng: -96.795639),  Route carried "under" structure: Other road 190,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 118,732 (year 2018),  Truck Traffic: 1%,  Features Intersected: SH 190,  Facility Carried by Structure: SH 289/Preston Rd
Minimum Vertical Clearance: 6.33m (20.77ft),  Kilometerpoint: 7.041,  Lanes on structure: 8,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 180430C01040002,  Location: 0.4 MI N OF WINDHAVEN (Lat: 33.059203,  Lng: -96.828306),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 212 (year 2007),  Features Intersected: THOROUGHFARE B,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.016,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 180430C01040003,  Location: 0.5 MI N OF W PARK BLVD (Lat: 33.035294,  Lng: -96.829367),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 10,661 (year 2015),  Truck Traffic: 3%,  Features Intersected: CHAPEL HILL RD,  Facility Carried by Structure: DALLAS N TOLLWAY
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.354,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)