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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: 180570106804001,  Location: 0.3 MI E OF LOOP 12 (Lat: 32.765389,  Lng: -96.910158),  Route carried "under" structure: Interstate 30,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 143,940 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: LOOP 12 CONNECTOR
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 11.845,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 180570106804016,  Location: AT INT OF IH 30 & LP 12 (Lat: 32.765969,  Lng: -96.917264),  Route carried "on" structure: Interstate 30,  Year Built: 2010,  Status: Open,  Structure Length: 41.76m (137.01ft),  Average Daily Traffic: 133,190 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 186,470 (year 2031),  Design Load: HS 20,  Features Intersected: LOOP 12 & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.435,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570106804017,  Location: AT INT OF IH 30 & LP 12 (Lat: 32.766567,  Lng: -96.912719),  Route carried "on" structure: Interstate 30,  Year Built: 2010,  Status: Open,  Structure Length: 41.76m (137.01ft),  Average Daily Traffic: 71,970 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 100,760 (year 2033),  Design Load: HS 20,  Features Intersected: LOOP 12 & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.514,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 27.3m (89.6ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570106804069,  Location: 0.7 MI W OF IH 35E (Lat: 32.768967,  Lng: -96.823097),  Route carried "on" structure: Interstate 30,  Year Built: 1957,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 76,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 106,780 (year 2033),  Design Load: HS 20,  Features Intersected: BECKLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.376,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 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: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.10m (207.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $364,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18057010680407,  Location: 0.4 MI W OF IH 35E (Lat: 32.769286,  Lng: -96.821611),  Route carried "on" structure: Interstate 30,  Year Built: 1957,  Status: Open,  Structure Length: 68.06m (223.29ft),  Average Daily Traffic: 76,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 106,780 (year 2033),  Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.052,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 30,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 680.60m (2232.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $224,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570106804109,  Location: 3.5 MI E OF LOOP 12 (Lat: 32.766675,  Lng: -96.856742),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 20,260 (year 2011),  Average Future Daily Traffic: 25,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: HAMPTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 58.5m (191.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 81.40m (267.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: Bituminous
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Structure Number: 180570106804109,  Location: 3.5 MI E OF LOOP 12 (Lat: 32.766675,  Lng: -96.856742),  Route carried "under" structure: Interstate 30,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 143,940 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: HAMPTON RD
Minimum Vertical Clearance: 7.93m (26.02ft),  Kilometerpoint: 17.102,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Length of Maximum Span: 58.5m (191.9ft)

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Structure Number: 180570106804181,  Location: 3.5 MI E OF LOOP 12 (Lat: 32.768231,  Lng: -96.856736),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 20,260 (year 2011),  Average Future Daily Traffic: 25,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30 WBFR,  Facility Carried by Structure: HAMPTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.902,  Lanes on structure: 6,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.2m (99.1ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570106804181,  Location: 3.5 MI E OF LOOP 12 (Lat: 32.768231,  Lng: -96.856736),  Route carried "under" structure: ServiceInterstate 30,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2011),  Truck Traffic: 8%,  Features Intersected: IH 30 WBFR,  Facility Carried by Structure: HAMPTON RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 16.764,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 180570106804187,  Location: 0.7 MI W OF IH 35E (Lat: 32.769336,  Lng: -96.822603),  Route carried "on" structure: Interstate 30,  Year Built: 1957,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 76,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 106,780 (year 2033),  Design Load: HS 20,  Features Intersected: BECKLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.376,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 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: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.10m (207.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $364,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570106804189,  Location: 0.4 MI W OF IH 35E (Lat: 32.770919,  Lng: -96.814617),  Route carried "on" structure: Interstate 30,  Year Built: 1957,  Status: Open,  Structure Length: 68.06m (223.29ft),  Average Daily Traffic: 76,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 106,780 (year 2033),  Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.052,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 30,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 680.60m (2232.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $224,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570106804202,  Location: 0.8 MI E OF LOOP 12 (Lat: 32.765781,  Lng: -96.899994),  Route carried "on" structure: Interstate 30,  Year Built: 2000,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 107,090 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 149,930 (year 2031),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.212,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 664.0m (2,178.5ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016
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Structure Number: 180570106804203,  Location: 1.2 MI E OF LOOP 12 (Lat: 32.766186,  Lng: -96.895619),  Route carried "on" structure: Alternate City street ,  Year Built: 2000,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 3,000 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: COCKRELL HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.067,  Lanes on structure: 7,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.4m (96.5ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 106.70m (350.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $70,000 ( Estimate for 2010),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570106804203,  Location: 1.2 MI E OF LOOP 12 (Lat: 32.766186,  Lng: -96.895619),  Route carried "under" structure: Interstate 30,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 143,940 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: COCKRELL HILL RD
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 15.961,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 18057010680431,  Location: 0.4 MI W OF COCKRELL HILL (Lat: 32.766192,  Lng: -96.902811),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 71,970 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 100,760 (year 2033),  Design Load: HS 20,  Features Intersected: CHALK HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.746,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  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: 3.2m (10.5ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.4m (109.6ft)

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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057010680431,  Location: 0.4 MI W OF COCKRELL HILL (Lat: 32.766097,  Lng: -96.902331),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2011),  Features Intersected: IH 30 EB,  Facility Carried by Structure: IH 30 EB
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 180570106804311,  Location: 1.0 MI W OF HAMPTON RD (Lat: 32.767256,  Lng: -96.874258),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 143,940 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 201,520 (year 2033),  Design Load: HS 20,  Features Intersected: WESTMORELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.543,  Lanes on structure: 8,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 378.0m (1,240.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 44.3m (145.3ft),  Out-to-Out Width: 46.1m (151.2ft)

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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570106804312,  Location: 0.35 MI W OF HAMPTON RD (Lat: 32.766886,  Lng: -96.862808),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 71,970 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 100,760 (year 2033),  Design Load: HS 20,  Features Intersected: POSTAL WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.504,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570106804313,  Location: 0.05 MI W OF HAMPTON RD. (Lat: 32.767011,  Lng: -96.858011),  Route carried "on" structure: Ramp Interstate 30,  Year Built: 2005,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 36,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: RAMP E_SB HAMPTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.432,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 0.9m (3.0ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570106804313,  Location: 0.05 MI W OF HAMPTON RD. (Lat: 32.767011,  Lng: -96.858011),  Route carried "under" structure: Interstate 30,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 143,940 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: RAMP E_SB HAMPTON
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 16.989,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 180570106804314,  Location: 0.35 MI E OF HAMPTON RD (Lat: 32.764428,  Lng: -96.851128),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 15,480 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: FT WORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.779,  Lanes on structure: 7,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.5m (169.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 30.6m (100.4ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 94.80m (311.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570106804314,  Location: 0.35 MI E OF HAMPTON RD (Lat: 32.764428,  Lng: -96.851128),  Route carried "under" structure: Interstate 30,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 152,540 (year 2013),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: FT WORTH AVE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 17.702,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 180570106804317,  Location: 0.8 MI E OF HAMPTON RD (Lat: 32.764922,  Lng: -96.842814),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 2,000 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 30,  Facility Carried by Structure: EDGEFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 16.2m (53.1ft)

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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570106804317,  Location: 0.8 MI E OF HAMPTON RD (Lat: 32.764922,  Lng: -96.842814),  Route carried "under" structure: Interstate 30,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 130,000 (year 2011),  Truck Traffic: 8%,  Features Intersected: IH 30,  Facility Carried by Structure: EDGEFIELD AVE
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 18.199,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 180570106804318,  Location: 1.6 MI W OF IH 35E (Lat: 32.766669,  Lng: -96.838022),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 20.24m (66.40ft),  Average Daily Traffic: 76,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 106,780 (year 2033),  Design Load: HS 20,  Features Intersected: COOMBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.948,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570106804319,  Location: 1.5 MI W OF IH 35E (Lat: 32.767194,  Lng: -96.836106),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 76,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 106,780 (year 2033),  Design Load: HS 20,  Features Intersected: SYLVAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 25.9m (85.0ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18057010680432,  Location: 0.35 MI W OF HAMPTON RD (Lat: 32.767369,  Lng: -96.862128),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 71,970 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 100,760 (year 2033),  Design Load: HS 20,  Features Intersected: POSTAL WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.504,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 274.0m (899.0ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 3.2m (10.5ft)

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: 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: Febuary 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570106804321,  Location: 1.5 MI W OF IH 35E (Lat: 32.767636,  Lng: -96.835194),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 76,270 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 106,780 (year 2033),  Design Load: HS 20,  Features Intersected: SYLVAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570106804322,  Location: 0.4 MI W OF COCKRELL HILL (Lat: 32.766700,  Lng: -96.902078),  Route carried "on" structure: Interstate 30,  Year Built: 2006,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 71,970 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 100,760 (year 2033),  Design Load: HS 20,  Features Intersected: CHALK HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.746,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  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: 3.2m (10.5ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570106804531,  Location: 1.6 Mi W of IH 45 (Lat: 32.769453,  Lng: -96.803936),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2014,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 8,600 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,800 (year 2036),  Design Load: H 20,  Features Intersected: Ramp 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.791,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570106804533,  Location: 0.35 Mi N of IH 30 (Lat: 32.774803,  Lng: -96.810853),  Route carried "on" structure: Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 110,830 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 155,170 (year 2031),  Features Intersected: Reunion Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.436,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570106804535,  Location: 0.4 MI S COMMERCE ST (Lat: 32.770372,  Lng: -96.816114),  Route carried "under" structure: Interstate 35,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 28,700 (year 2016),  Truck Traffic: 7%,  Features Intersected: IH 35E SBML
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 20.949,  Lanes on structure: 2,  Lanes under structure: 20,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 180570106804562,  Location: 0.1 MI E RIVERFRONT BLVD (Lat: 32.774800,  Lng: -96.810814),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2016),  Truck Traffic: 9%,  Features Intersected: REUNION BLVD,  Facility Carried by Structure: DIRECT CONN 2
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 5.408,  Lanes on structure: 1,  Lanes under structure: 18,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 180570220802006,  Location: 1.75 Mi W of LP 12 (Lat: 32.705758,  Lng: -96.933567),  Route carried "on" structure: Spur State highway 408,  Year Built: 1975,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 41,760 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 58,460 (year 2033),  Design Load: HS 20,  Features Intersected: SP 303 (Kiest Blvd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.349,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570220802007,  Location: 1.70 Mi W of LP 12 (Lat: 32.705250,  Lng: -96.932931),  Route carried "on" structure: Spur State highway 408,  Year Built: 1975,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 41,760 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 58,460 (year 2033),  Design Load: HS 20,  Features Intersected: SP 303 (Kiest Blvd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.422,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

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: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570220802012,  Location: 0.7 MI E OF SPUR 408 (Lat: 32.705619,  Lng: -96.921425),  Route carried "on" structure: Spur State highway 303,  Year Built: 1977,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 6,140 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,600 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.631,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2014,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2010)
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Structure Number: 180570220802013,  Location: 0.3 MI W OF LOOP 12 (Lat: 32.705786,  Lng: -96.910069),  Route carried "on" structure: Spur State highway 303,  Year Built: 1977,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,140 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,600 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.367,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2014,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2010)
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Structure Number: 180570237401011,  Location: 0.3 MI E OF IH 35 (Lat: 32.909206,  Lng: -96.892033),  Route carried "on" structure: ServiceInterstate 635,  Year Built: 1967,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 23,700 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,180 (year 2031),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.767,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.1m (6.9ft)

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: November 2017
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Structure Number: 180570237401021,  Location: 0.1 MI E OF DNT (Lat: 32.924492,  Lng: -96.819258),  Route carried "on" structure: Ramp Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 19,840 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,780 (year 2033),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.652,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016
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Structure Number: 180570237401022,  Location: 0.12 MI E OF DNT (Lat: 32.925747,  Lng: -96.818725),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 193,010 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 270,210 (year 2033),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.401,  Lanes on structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 786.0m (2,578.7ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017
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Structure Number: 180570237401049,  Location: 0.90 MI E OF US 75 (Lat: 32.919458,  Lng: -96.749572),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 173,560 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 242,980 (year 2033),  Features Intersected: FLOYD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.897,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 732.0m (2,401.6ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017
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Structure Number: 18057023740105,  Location: 1.3 MI E OF US 75 (Lat: 32.916558,  Lng: -96.743325),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 14,610 (year 2011),  Average Future Daily Traffic: 20,000 (year 2031),  Design Load: H 20,  Features Intersected: IH 635,  Facility Carried by Structure: GREENVILLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.026,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 21 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: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: 69.80m (229.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 18057023740105,  Location: 1.3 MI E OF US 75 (Lat: 32.916558,  Lng: -96.743325),  Route carried "under" structure: Interstate 635,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 173,560 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 635,  Facility Carried by Structure: GREENVILLE AVE
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 8.322,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 180570237401051,  Location: 1.9 MI SE OF US 75 (Lat: 32.911203,  Lng: -96.735375),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 6,740 (year 2011),  Average Future Daily Traffic: 10,000 (year 2031),  Design Load: H 20,  Features Intersected: IH 635,  Facility Carried by Structure: ABRAMS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.217,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 23 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: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 86.30m (283.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $39,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401051,  Location: 1.9 MI SE OF US 75 (Lat: 32.911203,  Lng: -96.735375),  Route carried "under" structure: Interstate 635,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 173,560 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 635,  Facility Carried by Structure: ABRAMS RD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 7.295,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 180570237401052,  Location: 2.13 MI E OF US 75 (Lat: 32.909100,  Lng: -96.732542),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 16,600 (year 2011),  Average Future Daily Traffic: 24,000 (year 2031),  Design Load: H 20,  Features Intersected: IH 635,  Facility Carried by Structure: FOREST LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.567,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 25 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: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 28.8m (94.5ft)

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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 110.30m (361.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $70,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237401052,  Location: 2.13 MI E OF US 75 (Lat: 32.909100,  Lng: -96.732542),  Route carried "under" structure: Interstate 635,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 173,560 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 635,  Facility Carried by Structure: FOREST LN
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 7.788,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 180570237401053,  Location: 2.52 MI E OF US 75 (Lat: 32.905722,  Lng: -96.726917),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 173,560 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 242,980 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.341,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016
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