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

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Structure Number: 180570237401467,  Location: 0.85 MI E OF US 75 (Lat: 32.920839,  Lng: -96.749653),  Route carried "on" structure: Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 102,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 204,200 (year 2040),  Design Load: HS 20,  Features Intersected: DART RR & TI BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.061,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 40.2m (131.9ft)

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

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Structure Number: 180570237401468,  Location: 0.85 MI E OF US 75 (Lat: 32.919697,  Lng: -96.749842),  Route carried "on" structure: ServiceInterstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 28.01m (91.90ft),  Average Daily Traffic: 9,371 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,119 (year 2040),  Design Load: HS 20,  Features Intersected: DART RR & TI BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.061,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.01m (91.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $63,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237401469,  Location: 0.85 MI E OF US 75 (Lat: 32.920553,  Lng: -96.748178),  Route carried "on" structure: ServiceState highway 635,  Year Built: 2003,  Status: Open,  Structure Length: 29.60m (97.11ft),  Average Daily Traffic: 9,401 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,161 (year 2040),  Design Load: HS 20,  Features Intersected: TI BLVD & DART RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.840,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18057023740147,  Location: 0.85 MI E OF US 75 (Lat: 32.921108,  Lng: -96.749397),  Route carried "on" structure: Ramp State highway 635,  Year Built: 2003,  Status: Open,  Structure Length: 15.82m (51.90ft),  Average Daily Traffic: 23,200 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,480 (year 2031),  Design Load: HS 20,  Features Intersected: TI BLVD & DART RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.638,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: 180570237401471,  Location: 0.9 MI E OF US 75 (Lat: 32.918592,  Lng: -96.747356),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 41.94m (137.60ft),  Average Daily Traffic: 33,550 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 46,970 (year 2040),  Design Load: HS 20,  Features Intersected: TI BLVD/DART RR/RAMP S-E,  Facility Carried by Structure: RAMP W-GREEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.777,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 180570237401472,  Location: 0.8 MI E OF US 75 (Lat: 32.920239,  Lng: -96.751028),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 19.29m (63.29ft),  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,  Facility Carried by Structure: RAMP US75-GREEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.184,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: 180570237401474,  Location: HIGH FIVE INTERCHANGE (Lat: 32.919825,  Lng: -96.765519),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2005,  Status: Open,  Structure Length: 39.15m (128.44ft),  Average Daily Traffic: 23,889 (year 2018),  Average Future Daily Traffic: 33,445 (year 2040),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 13.184,  Lanes on structure: 2,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 75.3m (247.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237401475,  Location: HIGH FIVE INTERCHANGE (Lat: 32.927758,  Lng: -96.761458),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2003,  Status: Open,  Structure Length: 107.41m (352.40ft),  Average Daily Traffic: 28,072 (year 2020),  Average Future Daily Traffic: 39,301 (year 2040),  Design Load: HS 20,  Features Intersected: IH 635/US 75 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.652,  Lanes on structure: 2,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 22,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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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: 6.10m (20.01ft),  Kilometerpoint: 13.184,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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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: 13.184,  Lanes on structure: 1,  Lanes under structure: 30,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570237401478,  Location: HIGH FIVE INTERCHANGE (Lat: 32.919139,  Lng: -96.746408),  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: 11.777,  Lanes on structure: 2,  Lanes under structure: 27,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: Satisfactory,  Substructure: Satisfactory,  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: 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: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 180570237401479,  Location: HIGH FIVE INTERCHANGE (Lat: 32.921775,  Lng: -96.765650),  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: 11.798,  Lanes on structure: 1,  Lanes under structure: 38,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 13.184,  Lanes on structure: 2,  Lanes under structure: 35,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180570237401481,  Location: HIGH FIVE INTERCHANGE (Lat: 32.919900,  Lng: -96.766172),  Route carried "on" structure: Ramp State highway 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: 13.562,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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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: 13.184,  Lanes on structure: 1,  Lanes under structure: 34,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.1m (20.0ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 45,658 (year 2019),  Average Future Daily Traffic: 63,921 (year 2040),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.844,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 14.7m (48.2ft),  Out-to-Out Width: 15.2m (49.9ft)

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

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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: 43,990 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,980 (year 2040),  Design Load: HS 20,  Features Intersected: US 75 & CW CREEK
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 10.229,  Lanes on structure: 4,  Lanes under structure: 17,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 3,  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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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: 20.70m (67.91ft),  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: 7.368,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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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: 7.368,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 6.6m (21.7ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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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),  Design Load: HL 93,  Features Intersected: Prk Ctrl & White Rock Ck
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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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),  Design Load: HL 93,  Features Intersected: Prk Ctrl & White Rock Cr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.7m (22.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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

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Structure Number: 180570237401502,  Location: 1.3 MI W OF US 75 (Lat: 32.924828,  Lng: -96.781981),  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),  Design Load: HL 93,  Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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),  Design Load: HL 93,  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MONTFORD DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.526,  Lanes on structure: 4,  Lanes under structure: 18,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.3m (24.0ft),  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: 18.5m (60.7ft),  Out-to-Out Width: 22.1m (72.5ft)

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

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Structure Number: 180570237401518,  Location: 0.5 W OF DALLAS N TOLL (Lat: 32.926342,  Lng: -96.828867),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,999 (year 2033),  Design Load: HL 93,  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: WELCH RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.239,  Lanes on structure: 3,  Lanes under structure: 18,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 20.0m (65.6ft)

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

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Structure Number: 180570237401519,  Location: 0.5 MI W OF DALLAS N TOLL (Lat: 32.926003,  Lng: -96.828681),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 9,999 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,999 (year 2033),  Design Load: HL 93,  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: WELCH RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.922,  Lanes on structure: 3,  Lanes under structure: 18,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 19.7m (64.6ft)

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

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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),  Design Load: HL 93,  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MONTFORT DR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.233,  Lanes on structure: 4,  Lanes under structure: 18,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 11.0m (36.1ft),  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: 18.5m (60.7ft),  Out-to-Out Width: 27.2m (89.2ft)

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

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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),  Design Load: HL 93,  Features Intersected: IH 635,  Facility Carried by Structure: PRESTON RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.579,  Lanes on structure: 5,  Lanes under structure: 18,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 10.4m (34.1ft),  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: 24.5m (80.4ft),  Out-to-Out Width: 24.8m (81.4ft)

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

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Structure Number: 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),  Design Load: HL 93,  Features Intersected: IH 635,  Facility Carried by Structure: PRESTON RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.523,  Lanes on structure: 5,  Lanes under structure: 18,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 17.7m (58.1ft),  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: 24.9m (81.7ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 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),  Design Load: HL 93,  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,  Lanes under structure: 6,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.6m (47.9ft),  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: 21.7m (71.2ft),  Out-to-Out Width: 26.7m (87.6ft)

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

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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),  Design Load: HL 93,  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: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.2m (40.0ft),  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: 24.7m (81.0ft),  Out-to-Out Width: 30.0m (98.4ft)

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

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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),  Design Load: HL 93,  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: 6,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 12.5m (41.0ft)

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

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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: 7.10m (23.29ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Design Load: HL 93,  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,  Maintenance Responsibility: Private,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 18057023740153,  Location: 1 Mi W of DNT (Lat: 32.925597,  Lng: -96.838392),  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),  Design Load: HL 93,  Features Intersected: MIDWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 180570237401531,  Location: 2 MI W OF N DALLAS TOLL (Lat: 32.918542,  Lng: -96.856144),  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),  Design Load: HL 93,  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MARSH LANE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.916,  Lanes on structure: 5,  Lanes under structure: 18,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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 "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),  Design Load: HL 93,  Features Intersected: IH 635 ML & MNGD LANES,  Facility Carried by Structure: MARSH LANE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.940,  Lanes on structure: 5,  Lanes under structure: 18,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 11.0m (36.1ft),  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: 22.2m (72.8ft),  Out-to-Out Width: 26.7m (87.6ft)

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

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Structure Number: 180570237401537,  Location: IH 635 @ Webb Chapel Rd (Lat: 32.912653,  Lng: -96.872925),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Design Load: HL 93,  Features Intersected: IH 635 Mngd Lanes,  Facility Carried by Structure: Webb Chapel Rd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 28.2m (92.5ft)

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

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Structure Number: 180570237401539,  Location: 0.25 MI E of Midway Rd (Lat: 32.926278,  Lng: -96.833189),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 2015,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Design Load: HL 93,  Features Intersected: IH 635 Mngd WB Ent Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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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),  Design Load: HL 93,  Features Intersected: PRESTON RD BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 8.0m (26.2ft),  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: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: 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),  Design Load: HL 93,  Features Intersected: JOSEY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.6m (47.9ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

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