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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: 180570237403107,  Location: 2.4 MILES EAST OF SH 342 (Lat: 32.657225,  Lng: -96.741397),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 2008,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,800 (year 2031),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.037,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403108,  Location: 5.0 MILES EAST OF SH 342 (Lat: 32.656608,  Lng: -96.739892),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 2008,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 270 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 380 (year 2033),  Design Load: HS 20,  Features Intersected: WHITES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.315,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete
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Structure Number: 180570237403111,  Location: 5.0 MILES EAST OF SH 342 (Lat: 32.657556,  Lng: -96.739667),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 2008,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 470 (year 2013),  Average Future Daily Traffic: 650 (year 2033),  Design Load: HS 20,  Features Intersected: WHITES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.301,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Somewhat better than minimum adequacy,  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: Monolithic Concrete
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Structure Number: 180570237403136,  Location: 5.0 MI E OF SH 342 (Lat: 32.656828,  Lng: -96.739961),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 62,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 87,510 (year 2033),  Design Load: HS 20,  Features Intersected: WHITES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.307,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403137,  Location: 5.0 MI E OF SH 342 (Lat: 32.657333,  Lng: -96.739558),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 62,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 87,510 (year 2033),  Design Load: HS 20,  Features Intersected: WHITES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.299,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403138,  Location: 2.4 MI E OF SH 342 (Lat: 32.656356,  Lng: -96.742464),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 62,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 87,510 (year 2033),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.071,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 115.80m (379.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403139,  Location: 2.4 MI E OF SH 342 (Lat: 32.657011,  Lng: -96.741283),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 62,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 87,510 (year 2033),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.077,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 115.80m (379.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740314,  Location: 4.4 MI E OF SH 342 (Lat: 32.655825,  Lng: -96.745158),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 62,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 87,510 (year 2033),  Design Load: HS 20,  Features Intersected: NEWTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.826,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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: 180570237403141,  Location: 4.4 MI E OF SH 342 (Lat: 32.656514,  Lng: -96.744039),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 62,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 87,510 (year 2033),  Design Load: HS 20,  Features Intersected: NEWTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.857,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: 180570237403142,  Location: 1.9 MI E OF SH 342 (Lat: 32.654742,  Lng: -96.750431),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 4,960 (year 2011),  Average Future Daily Traffic: 9,000 (year 2031),  Design Load: H 20,  Features Intersected: IH 20,  Facility Carried by Structure: BONNIE VIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.953,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 31 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: 29.9m (98.1ft),  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: 28.8m (94.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 35.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 95.40m (312.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $51,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403142,  Location: 1.9 MI E OF SH 342 (Lat: 32.654742,  Lng: -96.750431),  Route carried "under" structure: Interstate 20,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 127,630 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 20,  Facility Carried by Structure: BONNIE VIEW ROAD
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.293,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 180570237403143,  Location: 0.4 MI E OF SH 342 (Lat: 32.649494,  Lng: -96.772417),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 127,630 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 178,690 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.956,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 622.0m (2,040.7ft),  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: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016
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Structure Number: 180570237403144,  Location: 2.5 MI E OF IH 35E (Lat: 32.646928,  Lng: -96.780853),  Route carried "on" structure: State highway 342,  Year Built: 1971,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 19,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,360 (year 2031),  Design Load: H 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.113,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 99.10m (325.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $54,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403144,  Location: 2.5 MI E OF IH 35E (Lat: 32.646928,  Lng: -96.780853),  Route carried "under" structure: Interstate 20,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 141,260 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 20,  Facility Carried by Structure: SH 342 (LANCASTER)
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 26.257,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 180570237403149,  Location: 2.5 MI E OF IH 35E (Lat: 32.646875,  Lng: -96.781217),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 2008,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 4,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: SH 342 WEST U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.232,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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: High priority of replacement,  Underclear: Equal to present minimum criteria,  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: Monolithic Concrete
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Structure Number: 180570237403149,  Location: 2.5 MI E OF IH 35E (Lat: 32.646875,  Lng: -96.781217),  Route carried "under" structure: Interstate 20,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 141,260 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 20,  Facility Carried by Structure: SH 342 WEST U-TURN
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 26.223,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 18057023740315,  Location: 0.35 MI W OF IH 20 (Lat: 32.694417,  Lng: -96.637233),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 0.50m (1.64ft),  Average Daily Traffic: 12,340 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,280 (year 2033),  Design Load: HS 20,  Features Intersected: HAYMARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.342,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740315,  Location: 0.35 MI W OF IH 20 (Lat: 32.694533,  Lng: -96.637422),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: HAYMARKET ST,  Facility Carried by Structure: IH 20 CONN D
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 152.657,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 18057023740316,  Location: 0.1 MI E OF IH 20 (Lat: 32.690192,  Lng: -96.631017),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,100 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,140 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.255,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2017
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Structure Number: 180570237403164,  Location: 3.3 MI E OF IH 45 (Lat: 32.679139,  Lng: -96.675964),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 52,070 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 72,900 (year 2033),  Design Load: HS 20,  Features Intersected: DOWDY FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.838,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Equal to 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403165,  Location: 3.3 MI E OF IH 45 (Lat: 32.678647,  Lng: -96.676239),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 52,070 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 72,900 (year 2033),  Design Load: HS 20,  Features Intersected: DOWDY FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.838,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Equal to 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403166,  Location: 3.4 MI E OF IH 45 (Lat: 32.680217,  Lng: -96.670747),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 13.66m (44.82ft),  Average Daily Traffic: 52,070 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 72,900 (year 2033),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.245,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403167,  Location: 3.4 MI E OF IH 45 (Lat: 32.679356,  Lng: -96.672353),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 13.66m (44.82ft),  Average Daily Traffic: 52,070 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 72,900 (year 2033),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.245,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403168,  Location: 0.25 MI W OF ST AUGUSTINE (Lat: 32.681694,  Lng: -96.661622),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 104,150 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 145,810 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.283,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 475.0m (1,558.4ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016
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Structure Number: 180570237403169,  Location: 0.1 MI W OF ST AUGUSTINE (Lat: 32.683339,  Lng: -96.659039),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 52,500 (year 2008),  Truck Traffic: 15%,  Average Future Daily Traffic: 85,240 (year 2028),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: SANDY LAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.495,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2014
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Structure Number: 18057023740317,  Location: 1.6 MI W OF US 175 (Lat: 32.683194,  Lng: -96.656925),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 50,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,720 (year 2033),  Design Load: HS 20,  Features Intersected: ST AUGUSTINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.669,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740317,  Location: 1.6 MI W OF US 175 (Lat: 32.683128,  Lng: -96.657333),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: ST AUGUSTINE RD,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 92.234,  Lanes on structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 180570237403171,  Location: 1.6 MI W OF US 175 (Lat: 32.682589,  Lng: -96.657514),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 50,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,720 (year 2033),  Design Load: HS 20,  Features Intersected: ST AUGUSTINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.669,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Better than present minimum criteria,  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: 180570237403172,  Location: 1.0 MI E OF ST AUGUSTINE (Lat: 32.686856,  Lng: -96.639925),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 50,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,720 (year 2033),  Design Load: HS 20,  Features Intersected: HAYMARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.328,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: 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: 180570237403173,  Location: 1.0 MI E OF ST AUGUSTINE (Lat: 32.686286,  Lng: -96.640356),  Route carried "on" structure: Interstate 20,  Year Built: 1970,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 50,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,720 (year 2033),  Design Load: HS 20,  Features Intersected: HAYMARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.328,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403177,  Location: 0.4 MI W OF IH 35E (Lat: 32.642475,  Lng: -96.829100),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 77,890 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 109,050 (year 2033),  Design Load: HS 20,  Features Intersected: WILLOUGHBY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.628,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 293.0m (961.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.2m (95.8ft)

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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403178,  Location: 0.4 MI W OF IH 35E (Lat: 32.641983,  Lng: -96.829558),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 77,890 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 109,050 (year 2033),  Design Load: HS 20,  Features Intersected: WILLOUGHBY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.628,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403179,  Location: AT IH 20 INTERCHANGE (Lat: 32.642894,  Lng: -96.824328),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 7,970 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,730 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E SB FR
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 10.676,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: Monolithic Concrete
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Structure Number: 180570237403179,  Location: AT IH 20 INTERCHANGE (Lat: 32.642894,  Lng: -96.824328),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 45,000 (year 2013),  Truck Traffic: 9%,  Features Intersected: IH 35E SB FR
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 16.783,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 18057023740318,  Location: AT INT IH 35E (Lat: 32.641514,  Lng: -96.824311),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 15,570 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,810 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E SBFR
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 22.116,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 18057023740318,  Location: AT INT IH 35E (Lat: 32.641514,  Lng: -96.824311),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 46,730 (year 2013),  Truck Traffic: 19%,  Features Intersected: IH 35E SBFR,  Facility Carried by Structure: IH 20 CONN G
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 10.402,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 180570237403181,  Location: 3.3 MI E OF US 67 (Lat: 32.642383,  Lng: -96.822422),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 77,890 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 109,050 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 22.156,  Lanes on structure: 4,  Lanes under structure: 10,  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: 8,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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: 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: 180570237403181,  Location: 3.3 MI E OF US 67 (Lat: 32.642383,  Lng: -96.822422),  Route carried "under" structure: Interstate 35,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 79,300 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 35E,  Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 10.547,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 180570237403182,  Location: 3.3 MI E OF US 67 (Lat: 32.642028,  Lng: -96.824075),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 77,890 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 109,050 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 22.156,  Lanes on structure: 4,  Lanes under structure: 10,  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: 8,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 180570237403182,  Location: 3.3 MI E OF US 67 (Lat: 32.642028,  Lng: -96.824075),  Route carried "under" structure: Interstate 35,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 93,470 (year 2011),  Truck Traffic: 19%,  Features Intersected: IH 35E,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 10.541,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 180570237403184,  Location: AT IH 20 INTERCHANGE (Lat: 32.643925,  Lng: -96.824022),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 50.23m (164.80ft),  Average Daily Traffic: 1,050 (year 2013),  Average Future Daily Traffic: 1,400 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.544,  Lanes on structure: 1,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 17,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403185,  Location: 3.3 MI E OF US 67 (Lat: 32.641547,  Lng: -96.825236),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 53.83m (176.61ft),  Average Daily Traffic: 15,570 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,810 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20/IH 35E,  Facility Carried by Structure: IH 35E CONN A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.215,  Lanes on structure: 1,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 19,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403185,  Location: 3.3 MI E OF US 67 (Lat: 32.642450,  Lng: -96.823414),  Route carried "under" structure: Interstate 35,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 93,470 (year 2013),  Truck Traffic: 19%,  Features Intersected: IH 35E CONN A
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 10.531,  Lanes on structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 180570237403186,  Location: 3.3 MI E OF US 67 (Lat: 32.642692,  Lng: -96.819658),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 61.63m (202.20ft),  Average Daily Traffic: 14,120 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,770 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20/IH 35E,  Facility Carried by Structure: IH 35E CONN B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.227,  Lanes on structure: 1,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 22,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403187,  Location: AT INT IH 35E (Lat: 32.642969,  Lng: -96.822083),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 14,120 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,770 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E NB FR
Minimum Vertical Clearance: 10.21m (33.50ft),  Kilometerpoint: 22.285,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 180570237403187,  Location: AT INT IH 35E (Lat: 32.643075,  Lng: -96.822375),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 39,650 (year 2013),  Truck Traffic: 12%,  Features Intersected: IH 20 CONN H,  Facility Carried by Structure: IH 20 CONN H
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 10.748,  Lanes on structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 180570237403188,  Location: AT IH 20 INTERCHANGE (Lat: 32.641178,  Lng: -96.822642),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 10,039 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,640 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35E NB FR
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 10.402,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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: 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: Monolithic Concrete
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Structure Number: 180570237403188,  Location: AT IH 20 INTERCHANGE (Lat: 32.641178,  Lng: -96.822642),  Route carried "under" structure: ServiceInterstate 35,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 41,500 (year 2013),  Truck Traffic: 25%,  Features Intersected: IH 35E NB FR
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 2.883,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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