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


  • National Bridge Inventory (NBI) Statistics
  • 1,808Number of bridges
  • 60,184ft / 18,344mTotal length
  • $37,578,000Total costs
  • 74,631,982Total average daily traffic
  • 6,054,452Total average daily truck traffic
  • 66,073,556Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Dallas
  • No street view available for this location

New bridges in Dallas, TX - historical statistics
  • New bridges - historical statistics
  • 21900-1909
  • 81910-1919
  • 71920-1929
  • 481930-1939
  • 351940-1949
  • 1771950-1959
  • 4791960-1969
  • 4221970-1979
  • 1831980-1989
  • 1591990-1999
  • 1522000-2009
  • 1362010-2018
Reconstructed bridges in Dallas, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21920-1929
  • 01930-1939
  • 11940-1949
  • 131950-1959
  • 331960-1969
  • 541970-1979
  • 351980-1989
  • 271990-1999
  • 212000-2009
  • 42010-2018
Average Bridge Daily Traffic in Dallas, TX
Average Bridge Truck Traffic in Dallas, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.6%Excellent
  • 53.6%Very good
  • 31.8%Good
  • 8.1%Satisfactory
  • 0.9%Fair
  • 0.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 15.5%Excellent
  • 48.0%Very good
  • 30.8%Good
  • 4.8%Satisfactory
  • 0.9%Fair
  • 0.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.9%Excellent
  • 44.3%Very good
  • 40.9%Good
  • 8.8%Satisfactory
  • 0.9%Fair
  • 0.4%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.9%Excellent
  • 36.4%Very good
  • 40.8%Good
  • 15.7%Satisfactory
  • 1.1%Fair
  • 0.9%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 39.1%Good
  • 54.7%Satisfactory
  • 6.2%Fair
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Structure Number: 180570237401475,  Location: HIGH FIVE INTERCHANGE (Lat: 32.927758,  Lng: -96.761458),  Route carried "under" structure: Interstate 635,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 180570237401476,  Location: HIGH FIVE INTERCHANGE (Lat: 32.922058,  Lng: -96.764436),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 191.69m (628.90ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 13.181,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 55,  Number Of Approach Spans: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401476,  Location: HIGH FIVE INTERCHANGE (Lat: 32.922058,  Lng: -96.764436),  Route carried "under" structure: Interstate 635,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 180570237401477,  Location: HIGH FIVE INTERCHANGE (Lat: 32.924669,  Lng: -96.766497),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 39.23m (128.71ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 13.181,  Lanes on structure: 1,  Lanes under structure: 25,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570237401477,  Location: HIGH FIVE INTERCHANGE (Lat: 32.924669,  Lng: -96.766497),  Route carried "under" structure: Interstate 635,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 73.2m (240.2ft)

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Structure Number: 180570237401478,  Location: HIGH FIVE INTERCHANGE (Lat: 32.924586,  Lng: -96.759144),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2003,  Status: Open,  Structure Length: 194.74m (638.91ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.775,  Lanes on structure: 2,  Lanes under structure: 25,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 46,  Number Of Approach Spans: 17,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401478,  Location: HIGH FIVE INTERCHANGE (Lat: 32.924586,  Lng: -96.759144),  Route carried "under" structure: Interstate 635,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 180570237401479,  Location: HIGH FIVE INTERCHANGE (Lat: 32.921728,  Lng: -96.765617),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2003,  Status: Open,  Structure Length: 77.48m (254.20ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.796,  Lanes on structure: 1,  Lanes under structure: 32,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 13,  Length of Maximum Span: 90.2m (295.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570237401479,  Location: HIGH FIVE INTERCHANGE (Lat: 32.921728,  Lng: -96.765617),  Route carried "under" structure: Interstate 635,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 90.2m (295.9ft)

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Structure Number: 18057023740148,  Location: HIGH FIVE INTERCHANGE (Lat: 32.923686,  Lng: -96.767725),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2003,  Status: Open,  Structure Length: 76.05m (249.51ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.181,  Lanes on structure: 2,  Lanes under structure: 32,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18057023740148,  Location: HIGH FIVE INTERCHANGE (Lat: 32.923686,  Lng: -96.767725),  Route carried "under" structure: Interstate 635,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 91.4m (299.9ft)

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Structure Number: 180570237401481,  Location: HIGH FIVE INTERCHANGE (Lat: 32.919900,  Lng: -96.766172),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2003,  Status: Open,  Structure Length: 97.99m (321.49ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.559,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 23,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401481,  Location: HIGH FIVE INTERCHANGE (Lat: 32.919900,  Lng: -96.766172),  Route carried "under" structure: Interstate 635,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 180570237401482,  Location: HIGH FIVE INTERCHANGE (Lat: 32.924167,  Lng: -96.770986),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 198.76m (652.10ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.181,  Lanes on structure: 1,  Lanes under structure: 34,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 50,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570237401482,  Location: HIGH FIVE INTERCHANGE (Lat: 32.924167,  Lng: -96.770986),  Route carried "under" structure: Interstate 635,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 232,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 91.4m (299.9ft)

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Structure Number: 180570237401485,  Location: 0.3 MI NE OF IH 635 (Lat: 32.929306,  Lng: -96.759725),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 16,100 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,540 (year 2031),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.842,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401486,  Location: HIGH FIVE INTERCHANGE (Lat: 32.924078,  Lng: -96.765056),  Route carried "on" structure: Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 35.84m (117.59ft),  Average Daily Traffic: 6,750 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,500 (year 2031),  Design Load: HS 20,  Features Intersected: US 75 & CW CREEK
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 10.227,  Lanes on structure: 4,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401487,  Location: HIGH FIVE INTERCHANGE (Lat: 32.932811,  Lng: -96.754789),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,500 (year 2011),  Average Future Daily Traffic: 4,000 (year 2031),  Design Load: HS 20,  Features Intersected: US 75 NBML,  Facility Carried by Structure: NB HOV WISH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.366,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401488,  Location: HIGH FIVE INTERCHANGE (Lat: 32.932536,  Lng: -96.755422),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 13.99m (45.90ft),  Average Daily Traffic: 1,500 (year 2011),  Average Future Daily Traffic: 4,000 (year 2031),  Design Load: HS 20,  Features Intersected: US 75 SBML,  Facility Carried by Structure: SB HOV WISH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.366,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805702374015,  Location: 1 Mi W of US 75 Int. (Lat: 32.923750,  Lng: -96.781983),  Route carried "on" structure: ServiceInterstate 635,  Year Built: 2014,  Status: Open,  Structure Length: 18.81m (61.71ft),  Average Daily Traffic: 9,999 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,999 (year 2030),  Features Intersected: Park Central Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2015,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570237401501,  Location: 1 Mi W of US75 Intersect. (Lat: 32.924650,  Lng: -96.780600),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2014,  Status: Open,  Structure Length: 18.07m (59.28ft),  Average Daily Traffic: 9,999 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,999 (year 2030),  Features Intersected: Park Central Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570237401502,  Location: 1.3 MI W OF US 75 (Lat: 32.924708,  Lng: -96.781708),  Route carried "on" structure: ServiceState highway 635,  Year Built: 2013,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 221,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 265,200 (year 2028),  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Private,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable 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: July 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570237401517,  Location: 0.5 MI E OF DALLAS N TOLL (Lat: 32.925931,  Lng: -96.811311),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,999 (year 2033),  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MONTFORD DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.525,  Lanes on structure: 4,  Lanes under structure: 18,  Owner: Private,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2015,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740152,  Location: 1.65MI W OF DALLAS N TOLL (Lat: 32.921561,  Lng: -96.848111),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,999 (year 2033),  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: ROSSER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 2,  Lanes under structure: 21,  Owner: Private,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable 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: July 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401521,  Location: 0.5 MI E OF DALLAS N TOLL (Lat: 32.925897,  Lng: -96.811131),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,999 (year 2033),  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MONTFORT DR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 4,  Lanes under structure: 18,  Owner: Private,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2015,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401521,  Location: 0.5 MI E OF DALLAS N TOLL (Lat: 32.925897,  Lng: -96.811131),  Route carried "under" structure: Interstate 635,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 209,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MONTFORT DR NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 180570237401522,  Location: 1 MI E OF DALLAS N TOLL (Lat: 32.925511,  Lng: -96.803642),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,999 (year 2033),  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: PRESTON RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.578,  Lanes on structure: 5,  Lanes under structure: 18,  Owner: Private,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: July 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401522,  Location: 1 MI E OF DALLAS N TOLL (Lat: 32.925511,  Lng: -96.803642),  Route carried "under" structure: Interstate 635,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 221,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: PRESTON RD SB
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 4.578,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 180570237401523,  Location: 1 MI E OF DALLAS N TOLL (Lat: 32.925469,  Lng: -96.803422),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,999 (year 2033),  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: PRESTON RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.522,  Lanes on structure: 5,  Lanes under structure: 18,  Owner: Private,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401523,  Location: 1 MI E OF DALLAS N TOLL (Lat: 32.925622,  Lng: -96.803075),  Route carried "under" structure: Interstate 635,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 209,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: PRESTON RD NB,  Facility Carried by Structure: PRESTON RD NB
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 5.522,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 180570237401524,  Location: IH 635 @ Midway Rd (Lat: 32.925150,  Lng: -96.838481),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: IH 635 Mngd Lanes,  Facility Carried by Structure: Midway Rd NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401524,  Location: IH 635 @ Midway Rd (Lat: 32.925150,  Lng: -96.838481),  Route carried "under" structure: Interstate 635,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Features Intersected: IH 635 Mngd Lanes,  Facility Carried by Structure: Midway Rd NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 180570237401525,  Location: IH 635 @ Midway Rd (Lat: 32.925117,  Lng: -96.838717),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: IH 635 Mngd Lanes,  Facility Carried by Structure: Midway Rd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 174.0m (570.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401525,  Location: IH 635 @ Midway Rd (Lat: 32.925117,  Lng: -96.838717),  Route carried "under" structure: Other road 635,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Features Intersected: IH 635 Mngd Lanes,  Facility Carried by Structure: Midway Rd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 180570237401526,  Location: 0.15 MI SW of Midway Rd (Lat: 32.924283,  Lng: -96.841131),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: IH 635 Mngd Lanes,  Facility Carried by Structure: Valley View Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401526,  Location: 0.15 MI SW of Midway Rd (Lat: 32.924283,  Lng: -96.841131),  Route carried "under" structure: Other road 635,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Features Intersected: IH 635 Mngd Lanes,  Facility Carried by Structure: Valley View Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 180570237401527,  Location: 0.37 MI E of Denton Dr (Lat: 32.909725,  Lng: -96.886022),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2014,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: IH 635 EBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401527,  Location: 0.37 MI E of Denton Dr (Lat: 32.909725,  Lng: -96.886022),  Route carried "under" structure: Other road 635,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Features Intersected: IH 635 EBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.6m (11.8ft)

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Structure Number: 18057023740153,  Location: 1 Mi W of DNT (Lat: 32.924550,  Lng: -96.838336),  Route carried "on" structure: ServiceState highway 635,  Year Built: 2013,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,999 (year 2033),  Features Intersected: MIDWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: Private,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401531,  Location: 2 MI W OF N DALLAS TOLL (Lat: 32.918000,  Lng: -96.856042),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,999 (year 2033),  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MARSH LANE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.915,  Lanes on structure: 5,  Lanes under structure: 18,  Owner: Private,  Approaching Roadway Width: 149.0m (488.8ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable 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: July 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570237401531,  Location: 2 MI W OF N DALLAS TOLL (Lat: 32.918000,  Lng: -96.856042),  Route carried "under" structure: Interstate 635,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 17,200 (year 2015),  Truck Traffic: 10%,  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MARSH LANE SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 5.915,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570237401532,  Location: 2 MI W OF DALLAS N TOLL (Lat: 32.918103,  Lng: -96.855758),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,999 (year 2033),  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MARSH LANE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.938,  Lanes on structure: 5,  Lanes under structure: 18,  Owner: Private,  Approaching Roadway Width: 149.0m (488.8ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570237401532,  Location: 2 MI W OF DALLAS N TOLL (Lat: 32.918103,  Lng: -96.855758),  Route carried "under" structure: Interstate 635,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 23,400 (year 2015),  Truck Traffic: 10%,  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MARSH LANE NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 8.938,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570237401534,  Location: 0.04 MI W of Midway Rd (Lat: 32.924483,  Lng: -96.841394),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2014,  Status: Open,  Structure Length: 21.98m (72.11ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: Valley View Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740154,  Location: 0.09 MI W of Preston Rd (Lat: 32.926189,  Lng: -96.805500),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2015,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: IH 635 Mngd WB Exit Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740154,  Location: 0.09 MI W of Preston Rd (Lat: 32.926189,  Lng: -96.805500),  Route carried "under" structure: Other road 635,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Features Intersected: IH 635 Mngd WB Exit Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 180570237401541,  Location: 1 Mi E of IH-35E (Lat: 32.910367,  Lng: -96.882167),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2013,  Status: Open,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,999 (year 2033),  Features Intersected: JOSEY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: Private,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401542,  Location: 1 MI W OF US 75 (Lat: 32.923747,  Lng: -96.781261),  Route carried "on" structure: ServiceState highway 635,  Year Built: 2013,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 221,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 265,200 (year 2028),  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: Private,  Approaching Roadway Width: 85.0m (278.9ft),  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-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable 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: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570237401544,  Location: 1.5 Mi E of IH-35E (Lat: 32.912597,  Lng: -96.873444),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2013,  Status: Open,  Structure Length: 27.13m (89.01ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,700 (year 2033),  Features Intersected: WEBB CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: Private,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401546,  Location: 0.1 MI SW of Midway Rd (Lat: 32.924078,  Lng: -96.840656),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2014,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: Valley View Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740155,  Location: IH 635 @ Josey Lane (Lat: 32.910511,  Lng: -96.882189),  Route carried "on" structure: Interstate 635,  Year Built: 2014,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2035),  Features Intersected: Josey Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 229.0m (751.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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