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


  • National Bridge Inventory (NBI) Statistics
  • 426Number of bridges
  • 6,959ft / 2,121mTotal length
  • $5,954,000Total costs
  • 14,491,931Total average daily traffic
  • 939,525Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Arlington
  • No street view available for this location

New bridges in Arlington, TX - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 71930-1939
  • 91940-1949
  • 121950-1959
  • 221960-1969
  • 1281970-1979
  • 781980-1989
  • 751990-1999
  • 292000-2009
  • 442010-2019
  • 212020-2022
Reconstructed bridges in Arlington, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21950-1959
  • 51960-1969
  • 31970-1979
  • 91980-1989
  • 81990-1999
  • 52000-2009
  • 42010-2019
  • 12020-2022
Average Bridge Daily Traffic in Arlington, TX
Average Bridge Truck Traffic in Arlington, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 0.5%Excellent
  • 17.0%Very good
  • 63.7%Good
  • 17.0%Satisfactory
  • 1.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 29.7%Excellent
  • 46.7%Very good
  • 20.9%Good
  • 1.6%Satisfactory
  • 1.1%Fair
  • 0.5%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 1.1%Excellent
  • 6.6%Very good
  • 63.7%Good
  • 26.4%Satisfactory
  • 2.2%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 8.9%Very good
  • 48.8%Good
  • 39.4%Satisfactory
  • 2.4%Fair
  • 0.4%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 0.7%Very good
  • 64.2%Good
  • 33.1%Satisfactory
  • 2.0%Fair
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Structure Number: 22200C06700001,  Location: 0.5 MI S OF IH30 (Lat: 32.752639,  Lng: -97.128544),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 11,300 (year 2009),  Average Future Daily Traffic: 11,350 (year 2029),  Features Intersected: TRIB. TO VILLAGE CREEK,  Facility Carried by Structure: WOODLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200C06721001,  Location: 0.2 MI W OF PARK SPRINGS (Lat: 32.714011,  Lng: -97.172686),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 1,906 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,920 (year 2029),  Features Intersected: RUSH CREEK,  Facility Carried by Structure: WOODLAND PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200C06755001,  Location: 1.4 MI S OF SPUR 303 (Lat: 32.697792,  Lng: -97.174814),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,262 (year 2019),  Average Future Daily Traffic: 6,560 (year 2029),  Features Intersected: BRANCH OF RUSH CREEK,  Facility Carried by Structure: WOODSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200C06755002,  Location: N OF PLEASANT RIDGE ROAD (Lat: 32.682831,  Lng: -97.177553),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 8,101 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,120 (year 2029),  Design Load: HS 20,  Features Intersected: KEE BRANCH,  Facility Carried by Structure: WOODSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22200C06792001,  Location: .4 MI OF GREEN OAKS (Lat: 32.663583,  Lng: -97.104286),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 50 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2029),  Features Intersected: TRIB. TO FISH CREEK,  Facility Carried by Structure: YAUPON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.023,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22200C06792002,  Location: 25 FT. N. OF NATHAN LOWE (Lat: 32.653522,  Lng: -97.107819),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,690 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,740 (year 2029),  Design Load: HS 20,  Features Intersected: TRIB. TO FISH CREEK,  Facility Carried by Structure: YAUPON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.212,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22200C07031002,  Location: .1 MI E OF US 287 (Lat: 32.653656,  Lng: -97.188764),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 586 (year 2019),  Average Future Daily Traffic: 100 (year 2029),  Design Load: HS 20,  Features Intersected: TRIB TO KEE BRANCH,  Facility Carried by Structure: LONGHORN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22200C07071001,  Location: 0.35 MI W OF MATLOCK ROAD (Lat: 32.668247,  Lng: -97.121264),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 895 (year 2019),  Average Future Daily Traffic: 1,000 (year 2029),  Design Load: HS 20,  Features Intersected: FISH CREEK,  Facility Carried by Structure: EMBERCREST DRIVE W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021
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Structure Number: 22200C08953001,  Location: 0.5 MI N OF IH 20 (Lat: 32.674192,  Lng: -97.231731),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 50 (year 2009),  Average Future Daily Traffic: 100 (year 2029),  Design Load: HS 20,  Features Intersected: VILLAGE CK-LK ARLINGTON,  Facility Carried by Structure: TREASURE ISLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22200C08953002,  Location: 0.1 MI N OF IH 20 (Lat: 32.670728,  Lng: -97.229836),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 1,155 (year 2019),  Average Future Daily Traffic: 100 (year 2029),  Design Load: HS 20,  Features Intersected: VILLAGE CK-LK ARLINGTON,  Facility Carried by Structure: TREASURE ISLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22200C09300001,  Location: 0.27 MI S OF W SUBLETT RD (Lat: 32.644522,  Lng: -97.141683),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2036),  Features Intersected: RUSH CREEK TRIBUTARY,  Facility Carried by Structure: FOX HUNT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: Monolithic Concrete
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Structure Number: 22200C10000001,  Location: 500 FT S. IH 20 FRT. RD. (Lat: 32.675106,  Lng: -97.093692),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 50 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2029),  Design Load: HS 20,  Features Intersected: TRIB TO FISH CREEK,  Facility Carried by Structure: MCDONALD'S ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.153,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22200C10005001,  Location: .15 MI N OF EDEN RD (Lat: 32.635511,  Lng: -97.099506),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 180 (year 2019),  Average Future Daily Traffic: 100 (year 2029),  Design Load: HS 20,  Features Intersected: TRIB TO LYNN CREEK,  Facility Carried by Structure: SNAPDRAGON LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22200C10010001,  Location: .1 MI N OF PULMERIA DR (Lat: 32.635486,  Lng: -97.098472),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 50 (year 2009),  Average Future Daily Traffic: 100 (year 2029),  Design Load: HS 20,  Features Intersected: TRIB TO LYNN CREEK,  Facility Carried by Structure: WATERLILLY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.063,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22200C10015001,  Location: .6 MI W OF FM 157 (Lat: 32.746183,  Lng: -97.087936),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 20.97m (68.80ft),  Average Daily Traffic: 50 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2029),  Design Load: HL 93,  Features Intersected: JOHNSON CREEK,  Facility Carried by Structure: COWBOYS WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22200000807292,  Location: 6.1 MI. FROM JCT. IH 820 (Lat: 32.736428,  Lng: -97.131567),  Route carried "under" structure: State highway 180,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 17,280 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH 180,  Facility Carried by Structure: FIELDER ROAD
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 40.330,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 22200000807444,  Location: 2.0 MI E OF FM 157 (Lat: 32.743433,  Lng: -97.062511),  Route carried "under" structure: State highway 360,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 166,940 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH 360,  Facility Carried by Structure: SH 180 WBML
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 20.163,  Lanes on structure: 3,  Lanes under structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 22200000807445,  Location: 2.0 MI E OF FM 157 (Lat: 32.743347,  Lng: -97.062511),  Route carried "under" structure: State highway 360,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 166,940 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH 360,  Facility Carried by Structure: SH 180 EBML
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 20.163,  Lanes on structure: 3,  Lanes under structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 22200017209126,  Location: 0.30 MI S OF IH 20 (Lat: 32.668161,  Lng: -97.204200),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2009),  Features Intersected: KENN-LITTLE SCHL RD,  Facility Carried by Structure: US 287 NB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 22200017209127,  Location: 0.30 MI S OF IH 20 (Lat: 32.667511,  Lng: -97.204700),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2009),  Features Intersected: KENN-LITTLE SCHL RD,  Facility Carried by Structure: US 287 SB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 22200017209134,  Location: 4.0 MI N OF FM 157 (Lat: 32.646269,  Lng: -97.185125),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 16,710 (year 2009),  Features Intersected: KENN-SUBLETT RD,  Facility Carried by Structure: US 287 NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 2.013,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 22200017209135,  Location: 4.0 MI N OF FM 157 (Lat: 32.646258,  Lng: -97.185228),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 16,710 (year 2009),  Features Intersected: KENN-SUBLETT RD,  Facility Carried by Structure: US 287 SB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 2.013,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 22200017209136,  Location: 3.0 MI N OF FM 157 (Lat: 32.633436,  Lng: -97.176489),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,290 (year 2009),  Features Intersected: EDEN RD,  Facility Carried by Structure: US 287 NB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 22200017209137,  Location: 3.0 MI N OF FM 157 (Lat: 32.633414,  Lng: -97.176594),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 3,290 (year 2009),  Features Intersected: EDEN RD,  Facility Carried by Structure: US 287 SB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 22200017209139,  Location: 2.45 MI N OF FM 157 (Lat: 32.626475,  Lng: -97.171233),  Route carried "under" structure: US 287,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 59,680 (year 2013),  Truck Traffic: 10%,  Features Intersected: US 287,  Facility Carried by Structure: RUSSELL CURRY RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 38.996,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 2220001720914,  Location: 1.4 MI N OF FM 157 (Lat: 32.614033,  Lng: -97.160819),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 4,980 (year 2009),  Features Intersected: TURNER-WARNELL RD,  Facility Carried by Structure: US 287 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.981,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 22200017209141,  Location: 1.4 MI N OF FM 157 (Lat: 32.614025,  Lng: -97.160936),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 4,980 (year 2009),  Features Intersected: TURNER-WARNELL RD,  Facility Carried by Structure: US 287 SB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.981,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 22200106802039,  Location: 2.10 MI W OF FM 157 (Lat: 32.759700,  Lng: -97.131639),  Route carried "under" structure: Interstate 30,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 133,730 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: FIELDER ROAD SB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 40.654,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 22200106802057,  Location: 1.2 MI N OF US-80 (Lat: 32.759608,  Lng: -97.062794),  Route carried "under" structure: Interstate 30,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH-30,  Facility Carried by Structure: SH360 NB FR/WATSON
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 47.081,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 22200106802058,  Location: 0.3 MI E OF SH-360 (Lat: 32.759864,  Lng: -97.057594),  Route carried "under" structure: Interstate 30,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 108,000 (year 2016),  Truck Traffic: 9%,  Features Intersected: IH 30 WB to SH 360
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 47.592,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 22200106802107,  Location: 0.7 MI W OF SH 360 (Lat: 32.759653,  Lng: -97.075956),  Route carried "under" structure: Interstate 30,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 143,240 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: BALLPARK WAY
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 45.861,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 22200106802149,  Location: 0.50 MI W OF DUNCAN PERRY (Lat: 32.759539,  Lng: -97.045422),  Route carried "under" structure: Interstate 30,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: GREAT SW PKWY
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 48.704,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 22200106802171,  Location: 1.20 MI W OF FM 157 (Lat: 32.759819,  Lng: -97.114489),  Route carried "under" structure: Interstate 30,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 133,730 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: COOPER STREET
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 42.261,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 22200106802174,  Location: 2.10 MI W OF FM 157 (Lat: 32.759919,  Lng: -97.131469),  Route carried "under" structure: Interstate 30,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 133,730 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: FIELDER RD NB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 40.654,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 22200106802192,  Location: 1.60 MI W OF FM 157 (Lat: 32.759789,  Lng: -97.123050),  Route carried "under" structure: Interstate 30,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 133,730 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: DAVIS DRIVE
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 41.458,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 22200106802285,  Location: 2.80 MI W OF FM 157 (Lat: 32.760217,  Lng: -97.148642),  Route carried "under" structure: City street 669,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 15,220 (year 2009),  Features Intersected: GREEN OAKS BVD/VILLGE CK,  Facility Carried by Structure: IH 30 WB
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 3.460,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 22200106802286,  Location: 2.80 MI W OF FM 157 (Lat: 32.759939,  Lng: -97.150661),  Route carried "under" structure: City street 8669,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 15,220 (year 2009),  Features Intersected: GREEN OAKS BVD/VILLGE CK,  Facility Carried by Structure: IH 30 EB
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 3.460,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 22200106802485,  Location: .25 MI W OF FM 157 (Lat: 32.760225,  Lng: -97.101764),  Route carried "under" structure: Interstate 30,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 133,730 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH-30,  Facility Carried by Structure: NB CENTER ST
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.198,  Lanes on structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 22200106802486,  Location: .250 MI W OF FM 157 (Lat: 32.760222,  Lng: -97.102089),  Route carried "under" structure: Interstate 30,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 133,730 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH-30,  Facility Carried by Structure: SB CENTER ST
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.198,  Lanes on structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 22200106802487,  Location: 2.0 Mi W of SH-360 (Lat: 32.759733,  Lng: -97.097081),  Route carried "under" structure: Interstate 30,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: IH-30,  Facility Carried by Structure: FM-157 NB
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 43.890,  Lanes on structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 22200106802488,  Location: 2.0 M W of SH-360 (Lat: 32.759772,  Lng: -97.097156),  Route carried "under" structure: Interstate 30,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2009),  Truck Traffic: 9%,  Features Intersected: IH-30,  Facility Carried by Structure: FM-157 SB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 43.890,  Lanes on structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 22200106802489,  Location: 0.1 MI W OF CENTER ST (Lat: 32.760456,  Lng: -97.102872),  Route carried "under" structure: Ramp State highway 30,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2009),  Features Intersected: IH 30 WB EXIT RAMP
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 2220010680249,  Location: 0.2 MI W OF BAIRD FARM RD (Lat: 32.760228,  Lng: -97.089083),  Route carried "under" structure: Ramp State highway 30,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2009),  Features Intersected: IH 30 WB EXIT RAMP
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 22200106802491,  Location: 0.2 MI E OF FM 157 (Lat: 32.759253,  Lng: -97.093939),  Route carried "under" structure: Ramp State highway 30,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2009),  Features Intersected: IH 30 EB EXIT RAMP
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 22200106802492,  Location: 1.2 MI W OF SH 360 (Lat: 32.759508,  Lng: -97.085139),  Route carried "under" structure: Interstate 30,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 103,860 (year 2009),  Truck Traffic: 10%,  Features Intersected: IH 30,  Facility Carried by Structure: BAIRD FARM ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.002,  Lanes on structure: 11,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 22200106802548,  Location: 1.2 Mi. N. of SH 180 (Lat: 32.759511,  Lng: -97.063250),  Route carried "under" structure: Interstate 30,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 122,378 (year 2020),  Truck Traffic: 10%,  Features Intersected: IH-30,  Facility Carried by Structure: SH 360 NB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 49.162,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 22200106802549,  Location: 1.2 Mi. N. of US-80 (Lat: 32.759739,  Lng: -97.063531),  Route carried "under" structure: Interstate 30,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 122,904 (year 2020),  Truck Traffic: 11%,  Features Intersected: IH-30,  Facility Carried by Structure: SH 360 SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 47.091,  Lanes on structure: 3,  Lanes under structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 2220010680255,  Location: 1.2 Mi. N. of US-80 (Lat: 32.761522,  Lng: -97.064444),  Route carried "under" structure: Interstate 30,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2015),  Truck Traffic: 8%,  Features Intersected: SH 360 SB FR,  Facility Carried by Structure: SH 360 SB Ft. Rd.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 47.114,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 22200106802551,  Location: 1.2 Mi. N. of SH 180 (Lat: 32.759767,  Lng: -97.064186),  Route carried "under" structure: Interstate 30,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 122,378 (year 2020),  Truck Traffic: 10%,  Features Intersected: IH-30 EB,  Facility Carried by Structure: SH 360 SB On Ramp
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 47.083,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 22200106802556,  Location: 0.3 Mi. E. of Ballpark Wa (Lat: 32.759339,  Lng: -97.070169),  Route carried "under" structure: City street ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 6,975 (year 2019),  Truck Traffic: 3%,  Features Intersected: EB CD Johnson Ck SB Ft,  Facility Carried by Structure: IH30 EB to 360 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 22200106802569,  Location: 0.25 Mi. S. of Ave. J (Lat: 32.757836,  Lng: -97.064144),  Route carried "under" structure: US 30,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 84,000 (year 2015),  Truck Traffic: 7%,  Features Intersected: IH 30 WBCD
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 46.679,  Lanes on structure: 1,  Lanes under structure: 11,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 22200226602023,  Location: 0.7 MI. SOUTH OF IH 30 (Lat: 32.748900,  Lng: -97.062500),  Route carried "under" structure: City street 676,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 13,690 (year 2009),  Features Intersected: RANDOL MILL ROAD,  Facility Carried by Structure: SH 360 SBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.737,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 22200226602031,  Location: 0.9 MI N OF SPUR 303 (Lat: 32.725500,  Lng: -97.062300),  Route carried "under" structure: State highway 360,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 166,940 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH-360,  Facility Carried by Structure: MITCHELL ST
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 22.133,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 22200226602032,  Location: 0.6 MI N OF SPUR 303 (Lat: 32.720600,  Lng: -97.062400),  Route carried "under" structure: City street ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 20,860 (year 2009),  Features Intersected: PARK ROW DR,  Facility Carried by Structure: SH360 NBL
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 10.300,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 22200226602033,  Location: 0.6 MI N OF SPUR 303 (Lat: 32.720600,  Lng: -97.062500),  Route carried "under" structure: City street 686,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 20,860 (year 2009),  Features Intersected: PARK ROW DR,  Facility Carried by Structure: SH360 SBL
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 10.300,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 22200226602035,  Location: 0.5 MI N OF ARKANSAS LN. (Lat: 32.712200,  Lng: -97.062800),  Route carried "under" structure: State highway 360,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 166,940 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH-360,  Facility Carried by Structure: SPUR 303 WBL
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 23.604,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 22200226602036,  Location: 0.5 MI N OF ARKANSAS LN. (Lat: 32.712100,  Lng: -97.062800),  Route carried "under" structure: State highway 360,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 152,470 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH-360,  Facility Carried by Structure: SPUR 303 EBL
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 23.636,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 22200226602043,  Location: 1.0 MI N OF IH-20 (Lat: 32.691200,  Lng: -97.062300),  Route carried "under" structure: City street 709,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 20,690 (year 2009),  Features Intersected: MAYFIELD RD,  Facility Carried by Structure: SH360 NBL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 10.606,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 22200226602044,  Location: 1.0 MI N OF IH-20 (Lat: 32.692000,  Lng: -97.062700),  Route carried "under" structure: City street 709,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 20,690 (year 2009),  Features Intersected: MAY FIELD ROAD,  Facility Carried by Structure: SH360 SBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.606,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 22200226602045,  Location: 0.75 MI N OF MAYFIELD RD. (Lat: 32.706000,  Lng: -97.062700),  Route carried "under" structure: State highway 360,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 152,470 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH-360,  Facility Carried by Structure: ARKANSAS LANE
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 24.299,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 22200226602049,  Location: 4.56 MI S OF SH 183 (Lat: 32.773600,  Lng: -97.061956),  Route carried "under" structure: State highway 360,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 163,290 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH-360,  Facility Carried by Structure: AVENUE K
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 16.810,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 2220022660205,  Location: 5.0 MI S OF SH-183 (Lat: 32.767219,  Lng: -97.062894),  Route carried "under" structure: State highway 360,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 163,290 (year 2013),  Truck Traffic: 5%,  Features Intersected: SH-360,  Facility Carried by Structure: AVENUE J
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 17.526,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 22200226602054,  Location: 0.2 Mi. S. of IH-30 (Lat: 32.757700,  Lng: -97.063200),  Route carried "under" structure: City street ,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 6,975 (year 2019),  Truck Traffic: 3%,  Features Intersected: SIX FLAGS DRIVE,  Facility Carried by Structure: SH 360 SB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 10.870,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 22200226602058,  Location: 0.1 MI N OF SPUR 303 (Lat: 32.715700,  Lng: -97.062178),  Route carried "under" structure: ServiceState highway 360,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,630 (year 2009),  Truck Traffic: 6%,  Features Intersected: RAMP 500L,  Facility Carried by Structure: NE COLLECTOR ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 23.096,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 22200226602059,  Location: 0.1 MI N OF SPUR 303 (Lat: 32.715828,  Lng: -97.063453),  Route carried "under" structure: ServiceState highway 360,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,630 (year 2009),  Truck Traffic: 6%,  Features Intersected: RAMP 500R,  Facility Carried by Structure: NW COLLECTOR RD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 23.096,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 2220022660206,  Location: 0.3 MI. S. OF SPUR 303 (Lat: 32.707597,  Lng: -97.062056),  Route carried "under" structure: ServiceState highway 360,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,330 (year 2009),  Truck Traffic: 6%,  Features Intersected: RAMP 530L
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 10.918,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 22200226602061,  Location: 0.3 MI S OF SPUR 303 (Lat: 32.708067,  Lng: -97.063583),  Route carried "under" structure: ServiceState highway 360,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,330 (year 2009),  Truck Traffic: 6%,  Features Intersected: RAMP 530R,  Facility Carried by Structure: SW COLLECTOR RD.
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 10.918,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 22200226602062,  Location: 0.8 MI SOUTH OF US 80 (Lat: 32.735800,  Lng: -97.061900),  Route carried "under" structure: City street 683,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 23,370 (year 2009),  Features Intersected: ABRAM STREET,  Facility Carried by Structure: W FRTG RD SH 360
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.219,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 22200226602063,  Location: 0.8 MI SOUTH OF US 80 (Lat: 32.735800,  Lng: -97.063100),  Route carried "under" structure: City street 683,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 23,370 (year 2009),  Features Intersected: ABRAM STREET,  Facility Carried by Structure: E FRTG RD SH 360
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 3.219,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 22200226602067,  Location: 0.7 MI S OF IH 30 (Lat: 32.748800,  Lng: -97.062400),  Route carried "under" structure: City street 676,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 13,690 (year 2009),  Features Intersected: RANDOL MILL ROAD,  Facility Carried by Structure: SH 360 NBL
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 9.737,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 22200226602074,  Location: 0.1 Mi. N. of IH-30 (Lat: 32.761561,  Lng: -97.063211),  Route carried "under" structure: City street 706,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 14,423 (year 2020),  Truck Traffic: 3%,  Features Intersected: Ave. H/Lamar,  Facility Carried by Structure: SH 360 NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 10.300,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 22200226602997,  Location: 0.2 Mi. S. of IH-30 (Lat: 32.757369,  Lng: -97.063189),  Route carried "under" structure: City street ,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 6,975 (year 2019),  Truck Traffic: 3%,  Features Intersected: Six Flags Drive,  Facility Carried by Structure: SH 360 NB
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 10.870,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Structure Number: 22200226602998,  Location: 0.8 Mi. S. of US 80,  Route carried "under" structure: City street 683,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 204,300 (year 2015),  Truck Traffic: 5%,  Features Intersected: SH 360,  Facility Carried by Structure: SH 360 NB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

Structure Number: 22200226602999,  Location: 0.8 Mi. S. of US 80,  Route carried "under" structure: City street 683,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 23,370 (year 2015),  Features Intersected: SH 360,  Facility Carried by Structure: SH 360 SB
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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