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


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

New bridges in Dallas, TX - historical statistics
  • New bridges - historical statistics
  • 21900-1909
  • 81910-1919
  • 71920-1929
  • 481930-1939
  • 351940-1949
  • 1771950-1959
  • 4791960-1969
  • 4221970-1979
  • 1831980-1989
  • 1591990-1999
  • 1522000-2009
  • 1362010-2018
Reconstructed bridges in Dallas, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21920-1929
  • 01930-1939
  • 11940-1949
  • 131950-1959
  • 331960-1969
  • 541970-1979
  • 351980-1989
  • 271990-1999
  • 212000-2009
  • 42010-2018
Average Bridge Daily Traffic in Dallas, TX
Average Bridge Truck Traffic in Dallas, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.6%Excellent
  • 53.6%Very good
  • 31.8%Good
  • 8.1%Satisfactory
  • 0.9%Fair
  • 0.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 15.5%Excellent
  • 48.0%Very good
  • 30.8%Good
  • 4.8%Satisfactory
  • 0.9%Fair
  • 0.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.9%Excellent
  • 44.3%Very good
  • 40.9%Good
  • 8.8%Satisfactory
  • 0.9%Fair
  • 0.4%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.9%Excellent
  • 36.4%Very good
  • 40.8%Good
  • 15.7%Satisfactory
  • 1.1%Fair
  • 0.9%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 39.1%Good
  • 54.7%Satisfactory
  • 6.2%Fair
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Structure Number: 180570000911246,  Location: 2.4 Mi E of IH 45 (Lat: 32.791222,  Lng: -96.746539),  Route carried "on" structure: Interstate 30,  Year Built: 1962,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 75,560 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 105,780 (year 2033),  Design Load: HS 20,  Features Intersected: Winslow Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.693,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911247,  Location: 2.9 Mi E of IH 45 (Lat: 32.791947,  Lng: -96.737442),  Route carried "on" structure: City street 193,  Year Built: 1962,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 4,300 (year 2016),  Average Future Daily Traffic: 4,300 (year 2036),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: Dolphin Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 87.50m (287.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911247,  Location: 2.9 Mi E of IH 45 (Lat: 32.791947,  Lng: -96.737442),  Route carried "under" structure: Interstate 30,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 151,120 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Dolphin Rd
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 12.573,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 180570000911248,  Location: 3.2 Mi E of IH 45 (Lat: 32.791858,  Lng: -96.731625),  Route carried "on" structure: Interstate 30,  Year Built: 1962,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 75,560 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 105,780 (year 2033),  Design Load: HS 20,  Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.025,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911249,  Location: 3.2 Mi E of IH 45 (Lat: 32.791469,  Lng: -96.731686),  Route carried "on" structure: Interstate 30,  Year Built: 1962,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 75,560 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 105,780 (year 2033),  Design Load: HS 20,  Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.025,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18057000091125,  Location: 2.9 Mi W of Loop 12 (Lat: 32.792744,  Lng: -96.727958),  Route carried "on" structure: Interstate 30,  Year Built: 1962,  Status: Open,  Structure Length: 34.53m (113.29ft),  Average Daily Traffic: 75,560 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 105,780 (year 2033),  Design Load: HS 20,  Features Intersected: White Rock Crk & Samuell
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.258,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 15,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Critical Feature Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911251,  Location: 2.9 Mi W of Loop 12 (Lat: 32.791972,  Lng: -96.728622),  Route carried "on" structure: Interstate 30,  Year Built: 1962,  Status: Open,  Structure Length: 34.53m (113.29ft),  Average Daily Traffic: 75,560 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 105,780 (year 2033),  Design Load: HS 20,  Features Intersected: White Rock Crk & Samuell
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.258,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 15,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Critical Feature Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911252,  Location: 1.2 MI E of IH 45 (Lat: 32.787275,  Lng: -96.765739),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Peak St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.746,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911253,  Location: 1.3 MI E of IH 45 (Lat: 32.788581,  Lng: -96.764150),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Carroll Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.965,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911254,  Location: 1.7 Mi E of IH 45 (Lat: 32.790661,  Lng: -96.758728),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Fitzhugh Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.542,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.50m (159.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $270,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911255,  Location: 1.7 Mi E of IH 45 (Lat: 32.790747,  Lng: -96.757789),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Lindsley Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.065,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.70m (186.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $39,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911256,  Location: 1.8 Mi E of IH 45 (Lat: 32.790814,  Lng: -96.755814),  Route carried "on" structure: Interstate 30,  Year Built: 1963,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 82,550 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,570 (year 2033),  Design Load: HS 20,  Features Intersected: Barry Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.785,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911258,  Location: 1.35 Mi W of IH 45 (Lat: 32.770053,  Lng: -96.802108),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 100 (year 2010),  Average Future Daily Traffic: 150 (year 2030),  Design Load: Railroad,  Features Intersected: IH 30,  Facility Carried by Structure: UPRR & Hotel St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Owner: Railroad,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 80.8m (265.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570000911258,  Location: 1.35 Mi W of IH 45 (Lat: 32.770053,  Lng: -96.802108),  Route carried "under" structure: Interstate 30,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 164,190 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: UPRR & Hotel St
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 5.664,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 180570000911262,  Location: 0.4 Mi W of IH 45 (Lat: 32.775986,  Lng: -96.787056),  Route carried "on" structure: City street 30,  Year Built: 1964,  Status: Open,  Structure Length: 18.93m (62.11ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: Cesar Chavez SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 189.30m (621.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $44,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911262,  Location: 0.4 Mi W of IH 45 (Lat: 32.775986,  Lng: -96.787056),  Route carried "under" structure: Interstate 30,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 164,190 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Cesar Chavez SB
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 7.321,  Material/Design: Concrete continuous,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 180570000911263,  Location: 0.3 Mi W of IH 45 (Lat: 32.775056,  Lng: -96.785269),  Route carried "on" structure: City street 30,  Year Built: 1964,  Status: Open,  Structure Length: 17.92m (58.79ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: Cesar Chavez NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 179.20m (587.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $41,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911263,  Location: 0.3 Mi W of IH 45 (Lat: 32.775056,  Lng: -96.785269),  Route carried "under" structure: Interstate 30,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 164,190 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Cesar Chavez NB
Minimum Vertical Clearance: 11.89m (39.01ft),  Kilometerpoint: 7.324,  Material/Design: Concrete continuous,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 180570000911264,  Location: 0.9 Mi SW of IH 45 (Lat: 32.773228,  Lng: -96.795403),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 46,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,400 (year 2036),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: S Akard St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.968,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 69.80m (229.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $29,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911264,  Location: 0.9 Mi SW of IH 45 (Lat: 32.773228,  Lng: -96.795403),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 164,190 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: S Akard St
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 6.388,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 180570000911265,  Location: 0.7 Mi W of IH 45 (Lat: 32.774275,  Lng: -96.792864),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 9,403 (year 2016),  Average Future Daily Traffic: 16,925 (year 2036),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: Ervay St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 137.80m (452.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $54,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911265,  Location: 0.7 Mi W of IH 45 (Lat: 32.774275,  Lng: -96.792864),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 164,190 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Ervay St
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 6.676,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 180570000911266,  Location: 0.7 Mi SW of IH 45 (Lat: 32.774831,  Lng: -96.791725),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 5,169 (year 2016),  Average Future Daily Traffic: 9,304 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WB,  Facility Carried by Structure: S St Paul St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911266,  Location: 0.7 Mi SW of IH 45 (Lat: 32.774831,  Lng: -96.791725),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 WB,  Facility Carried by Structure: S St Paul St
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 6.809,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 180570000911267,  Location: 0.7 Mi SW of IH 45 (Lat: 32.774069,  Lng: -96.791108),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 7,970 (year 2016),  Average Future Daily Traffic: 14,346 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EBML,  Facility Carried by Structure: S St Paul St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911267,  Location: 0.7 Mi SW of IH 45 (Lat: 32.774069,  Lng: -96.791108),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 EBML,  Facility Carried by Structure: S St Paul St
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 6.809,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 180570000911268,  Location: 0.7 Mi SW of IH 45 (Lat: 32.773861,  Lng: -96.791397),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 7,970 (year 2016),  Average Future Daily Traffic: 14,346 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EB FR,  Facility Carried by Structure: St Paul & Griffin
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911268,  Location: 0.7 Mi SW of IH 45 (Lat: 32.773861,  Lng: -96.791397),  Route carried "under" structure: ServiceInterstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 19,600 (year 2012),  Truck Traffic: 7%,  Features Intersected: IH 30 EB FR,  Facility Carried by Structure: St Paul & Griffin
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 6.809,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 180570000911269,  Location: 0.6 Mi W of IH 45 (Lat: 32.774764,  Lng: -96.790233),  Route carried "on" structure: Ramp City street 66,  Year Built: 1965,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,947 (year 2016),  Average Future Daily Traffic: 10,705 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WBML,  Facility Carried by Structure: Griffin St Off-Rp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.951,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911269,  Location: 0.6 Mi W of IH 45 (Lat: 32.774764,  Lng: -96.790233),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 WBML,  Facility Carried by Structure: Griffin St Off-Rp
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 6.862,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 18057000091127,  Location: 0.6 Mi SW of IH 45 (Lat: 32.774203,  Lng: -96.790514),  Route carried "on" structure: Ramp City street ,  Year Built: 1965,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 5,947 (year 2016),  Average Future Daily Traffic: 10,705 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EBML,  Facility Carried by Structure: Griffin St On-Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057000091127,  Location: 0.6 Mi SW of IH 45 (Lat: 32.774203,  Lng: -96.790514),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 EBML,  Facility Carried by Structure: Griffin St On-Ramp
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 6.846,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 180570000911271,  Location: 0.45 Mi W of IH 45 (Lat: 32.775464,  Lng: -96.788522),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 9,189 (year 2016),  Average Future Daily Traffic: 16,540 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 WB,  Facility Carried by Structure: Harwood St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 80.50m (264.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911271,  Location: 0.45 Mi W of IH 45 (Lat: 32.775464,  Lng: -96.788522),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 WB,  Facility Carried by Structure: Harwood St
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 7.147,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 180570000911272,  Location: 0.45 Mi SW of IH 45 (Lat: 32.774792,  Lng: -96.787697),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 9,275 (year 2016),  Average Future Daily Traffic: 16,695 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EB,  Facility Carried by Structure: Harwood St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 76.20m (250.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $31,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911272,  Location: 0.45 Mi SW of IH 45 (Lat: 32.774792,  Lng: -96.787697),  Route carried "under" structure: Interstate 30,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 EB,  Facility Carried by Structure: Harwood St
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 7.147,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 180570000911275,  Location: 0.35 Mi W of IH 45 (Lat: 32.775272,  Lng: -96.786100),  Route carried "on" structure: Ramp City street ,  Year Built: 1966,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,160 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EB,  Facility Carried by Structure: IH 30 WB Conn C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911275,  Location: 0.35 Mi W of IH 45 (Lat: 32.775272,  Lng: -96.786100),  Route carried "under" structure: Interstate 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 EB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 7.305,  Material/Design: Concrete continuous,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 180570000911277,  Location: 0.35 Mi W of IH 45 (Lat: 32.775228,  Lng: -96.786197),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1966,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 19,600 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,440 (year 2036),  Design Load: H 20,  Features Intersected: IH 30 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.257,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.30m (210.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911277,  Location: 0.35 Mi W of IH 45 (Lat: 32.775228,  Lng: -96.786197),  Route carried "under" structure: Interstate 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 82,090 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30 EB
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.726,  Material/Design: Concrete continuous,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 18057000091128,  Location: 0.1 Mi W of IH 45 (Lat: 32.777286,  Lng: -96.782917),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 13.56m (44.49ft),  Average Daily Traffic: 7,176 (year 2016),  Average Future Daily Traffic: 12,917 (year 2036),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: Good-Latimer St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 6,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 135.60m (444.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $74,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057000091128,  Location: 0.1 Mi W of IH 45 (Lat: 32.777286,  Lng: -96.782917),  Route carried "under" structure: Interstate 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 164,190 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Good-Latimer St
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 7.668,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 180570000911281,  Location: 0.1 Mi E of IH 45 (Lat: 32.779956,  Lng: -96.780672),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 13,000 (year 2016),  Average Future Daily Traffic: 23,400 (year 2036),  Design Load: H 20,  Features Intersected: IH 30,  Facility Carried by Structure: Malcom X Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 103.60m (339.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $38,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911281,  Location: 0.1 Mi E of IH 45 (Lat: 32.779956,  Lng: -96.780672),  Route carried "under" structure: Interstate 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 192,770 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: Malcom X Blvd
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 8.037,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.1m (6.9ft)

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Structure Number: 180570000911312,  Location: 0.3 Mi E of Preston St (Lat: 32.780033,  Lng: -96.781122),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1971,  Status: Open,  Structure Length: 35.36m (116.01ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 Conn C & D
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 7.847,  Lanes on structure: 1,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 8,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Critical Feature Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911312,  Location: 0.3 Mi E of Preston St (Lat: 32.780033,  Lng: -96.781122),  Route carried "under" structure: Ramp Interstate 45,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 68,050 (year 2016),  Truck Traffic: 18%,  Features Intersected: IH 45 Conn C & D,  Facility Carried by Structure: IH 30 WB Conn B
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 7.847,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 180570000911313,  Location: 0.3 Mi E of Preston St (Lat: 32.778097,  Lng: -96.782331),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1971,  Status: Open,  Structure Length: 30.45m (99.90ft),  Average Daily Traffic: 19,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,980 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 Conn C & D
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 7.833,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Critical Feature Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911313,  Location: 0.3 Mi E of Preston St (Lat: 32.778097,  Lng: -96.782331),  Route carried "under" structure: Ramp Interstate 45,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 68,050 (year 2016),  Truck Traffic: 18%,  Features Intersected: IH 45 Conn C & D,  Facility Carried by Structure: IH 30 EB Conn A
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 32.389,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 180570000911335,  Location: 0.9 Mi W of LP 12 (Lat: 32.793675,  Lng: -96.697403),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1979,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 15,110 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,150 (year 2033),  Design Load: HS 20,  Features Intersected: IH 30 EB Off-Rp B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.421,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570000911335,  Location: 0.9 Mi W of LP 12 (Lat: 32.793675,  Lng: -96.697403),  Route carried "under" structure: Ramp Interstate 30,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 16,960 (year 2016),  Truck Traffic: 5%,  Features Intersected: IH 30 EB Off-Rp B
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 16.421,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.6m (11.8ft)

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Structure Number: 180570000911336,  Location: 0.8 Mi W of LP 12 (Lat: 32.795242,  Lng: -96.695850),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 1979,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 15,110 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,150 (year 2033),  Design Load: HS 20,  Features Intersected: IH 30 WB On-Rp C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.635,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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