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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: 180570237403192,  Location: 2.5 MI E OF IH 45 (Lat: 32.678253,  Lng: -96.685478),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 73.15m (239.99ft),  Average Daily Traffic: 52,070 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 72,900 (year 2033),  Design Load: HS 20,  Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.264,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 22,  Length of Maximum Span: 94.5m (310.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403193,  Location: 2.5 MI E OF IH 45 (Lat: 32.676769,  Lng: -96.693061),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 73.15m (239.99ft),  Average Daily Traffic: 52,070 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 72,900 (year 2033),  Design Load: HS 20,  Features Intersected: TRINITY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.264,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 22,  Length of Maximum Span: 94.5m (310.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  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: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403306,  Location: AT INT IH 20 & IH 45 (Lat: 32.661936,  Lng: -96.726083),  Route carried "on" structure: Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 62,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 87,510 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 31.636,  Lanes on structure: 4,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403306,  Location: AT INT IH 20 & IH 45 (Lat: 32.661936,  Lng: -96.726083),  Route carried "under" structure: Interstate 45,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 68,000 (year 2011),  Truck Traffic: 21%,  Features Intersected: IH 45,  Facility Carried by Structure: IH 20 EBML
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 14.582,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 180570237403307,  Location: AT INT IH 20 & IH 45 (Lat: 32.662156,  Lng: -96.726353),  Route carried "on" structure: Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 62,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 87,510 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 31.636,  Lanes on structure: 4,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403307,  Location: AT INT IH 20 & IH 45 (Lat: 32.662156,  Lng: -96.726353),  Route carried "under" structure: Interstate 45,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 68,000 (year 2011),  Truck Traffic: 21%,  Features Intersected: IH 45,  Facility Carried by Structure: IH 20 WBML
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 14.586,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 180570237403308,  Location: 3.1 MI E OF SH 342 (Lat: 32.659708,  Lng: -96.730089),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,000 (year 2011),  Average Future Daily Traffic: 4,000 (year 2031),  Design Load: H 20,  Features Intersected: IH 20,  Facility Carried by Structure: JJ LEMMON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403308,  Location: 3.1 MI E OF SH 342 (Lat: 32.659708,  Lng: -96.730089),  Route carried "under" structure: Interstate 20,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 127,000 (year 2011),  Truck Traffic: 14%,  Features Intersected: IH 20,  Facility Carried by Structure: JJ LEMMON RD
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 31.245,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 18057023740331,  Location: AT INT IH 20 & IH 45 (Lat: 32.662389,  Lng: -96.728394),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1973,  Status: Open,  Structure Length: 39.29m (128.90ft),  Average Daily Traffic: 34,000 (year 2011),  Truck Traffic: 21%,  Average Future Daily Traffic: 55,980 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20 & EB CONN
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 14.578,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  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: 18057023740331,  Location: AT INT IH 20 & IH 45 (Lat: 32.662389,  Lng: -96.728394),  Route carried "under" structure: Interstate 20,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 127,000 (year 2011),  Truck Traffic: 14%,  Features Intersected: IH 20 & EB CONN,  Facility Carried by Structure: IH 45 SB CONN B
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 31.596,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: 180570237403311,  Location: 3.4 MI E OF SH 342 (Lat: 32.660622,  Lng: -96.727256),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1973,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 30.27m (99.31ft),  Average Daily Traffic: 12,500 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,500 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20 & IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.564,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 7,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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: 180570237403311,  Location: 3.4 MI E OF SH 342 (Lat: 32.660622,  Lng: -96.727256),  Route carried "under" structure: Ramp Interstate 45,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 81,500 (year 2011),  Truck Traffic: 17%,  Features Intersected: IH 20 & IH 45,  Facility Carried by Structure: IH 20 EB CONN
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 31.524,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 180570237403312,  Location: 3.4 MI E OF SH 342 (Lat: 32.663033,  Lng: -96.725789),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 53.16m (174.41ft),  Average Daily Traffic: 10,410 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,580 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20 & IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.807,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 19,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  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: Better than present minimum 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: 180570237403312,  Location: 3.4 MI E OF SH 342 (Lat: 32.663033,  Lng: -96.725789),  Route carried "under" structure: Ramp Interstate 45,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 81,500 (year 2011),  Truck Traffic: 17%,  Features Intersected: IH 20 & IH 45,  Facility Carried by Structure: IH 20 WB CONN
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 31.766,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 180570237403315,  Location: 1.6 MI E OF ST AUGUSTINE (Lat: 32.690978,  Lng: -96.632325),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 50,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,720 (year 2033),  Design Load: HS 20,  Features Intersected: US 175
Minimum Vertical Clearance: 0.06m (0.20ft),  Kilometerpoint: 41.261,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237403315,  Location: 1.6 MI E OF ST AUGUSTINE (Lat: 32.690978,  Lng: -96.632325),  Route carried "under" structure: US 175,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 62,870 (year 2011),  Truck Traffic: 9%,  Features Intersected: US 175,  Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 0.62m (2.03ft),  Kilometerpoint: 13.837,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 180570237403318,  Location: 1.38 MI E OF ST AUGUSTINE (Lat: 32.688064,  Lng: -96.634472),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 71.75m (235.40ft),  Average Daily Traffic: 10,100 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,140 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20/US 175 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.089,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 27,  Length of Maximum Span: 52.4m (171.9ft),  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: 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: 180570237403322,  Location: 1.4 MI E OF ST AUGUSTINE (Lat: 32.688233,  Lng: -96.634586),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 50,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,720 (year 2033),  Design Load: HS 20,  Features Intersected: US 175 FR U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.898,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  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: Equal to 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: 180570237403323,  Location: 1.4 MI E OF ST AUGUSTINE (Lat: 32.689147,  Lng: -96.634247),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 50,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,720 (year 2033),  Design Load: HS 20,  Features Intersected: US 175 FR U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.089,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  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: Equal to 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: 180570237403507,  Location: 1.9 MILES EAST OF SH 342 (Lat: 32.655611,  Lng: -96.750228),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 2008,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 7,700 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,100 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: BONNIE VIEW E-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.285,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 9 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: 31.1m (102.0ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very 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: Somewhat better than minimum adequacy,  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: 180570237403507,  Location: 1.9 MILES EAST OF SH 342 (Lat: 32.655611,  Lng: -96.750228),  Route carried "under" structure: Interstate 20,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 125,020 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 20,  Facility Carried by Structure: BONNIE VIEW E-TURN
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 29.285,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 180570237403508,  Location: 1.9 MILES EAST OF SH 342 (Lat: 32.654678,  Lng: -96.750814),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 2008,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 1,500 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,100 (year 2031),  Features Intersected: IH 20,  Facility Carried by Structure: BONNIE VIEW W-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.234,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 9 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: 30.2m (99.1ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very 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 corrective action,  Underclear: Somewhat better than minimum adequacy,  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: 180570237403508,  Location: 1.9 MILES EAST OF SH 342 (Lat: 32.654678,  Lng: -96.750814),  Route carried "under" structure: Interstate 20,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 127,630 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 20,  Facility Carried by Structure: BONNIE VIEW W-TURN
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 29.234,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 180570237403509,  Location: 2.5 MILES EAST OF IH 35E (Lat: 32.647828,  Lng: -96.781075),  Route carried "on" structure: ServiceInterstate 20,  Year Built: 2008,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 8,600 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,300 (year 2031),  Features Intersected: IH 20,  Facility Carried by Structure: SH 342 EAST U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.281,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 2.9m (9.5ft),  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: 180570237403509,  Location: 2.5 MILES EAST OF IH 35E (Lat: 32.647828,  Lng: -96.781075),  Route carried "under" structure: Interstate 20,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 127,630 (year 2013),  Truck Traffic: 13%,  Features Intersected: IH 20,  Facility Carried by Structure: SH 342 EAST U-TURN
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 26.281,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 180570237403564,  Location: US 175 & IH 20 INTRCHANGE (Lat: 32.691461,  Lng: -96.633939),  Route carried "on" structure: Ramp US 175,  Year Built: 1964,  Status: Open,  Structure Length: 47.12m (154.59ft),  Average Daily Traffic: 5,630 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,880 (year 2030),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.000,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 16,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  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: 180570237404216,  Location: 3.85 MI E OF SPUR 408 (Lat: 32.657444,  Lng: -96.884242),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: WESTMORELAND RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 30 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: 2.8m (9.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.3m (46.9ft)

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,  Length Of Structure Improvement: 94.50m (310.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237404216,  Location: 3.85 MI E OF SPUR 408 (Lat: 32.657444,  Lng: -96.884242),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 145,680 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 20,  Facility Carried by Structure: WESTMORELAND RD SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 16.047,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.8m (9.2ft)

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Structure Number: 180570237404217,  Location: 0.05 MI E OF IH 35E (Lat: 32.655314,  Lng: -96.878744),  Route carried "on" structure: ServiceUS 67,  Year Built: 1974,  Status: Open,  Structure Length: 16.43m (53.90ft),  Average Daily Traffic: 47,010 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,960 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.606,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 180570237404217,  Location: 0.05 MI E OF IH 35E (Lat: 32.655314,  Lng: -96.878744),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 145,680 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 20,  Facility Carried by Structure: US 67 SBFR
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 16.579,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 180570237404218,  Location: 0.9 MI E OF COCKRELL HILL (Lat: 32.654586,  Lng: -96.877539),  Route carried "on" structure: US 67,  Year Built: 1974,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 47,010 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,960 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 7.689,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  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: 30.8m (101.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  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: 180570237404218,  Location: 0.9 MI E OF COCKRELL HILL (Lat: 32.654586,  Lng: -96.877539),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 145,680 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 20,  Facility Carried by Structure: US 67 SBML
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 16.732,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 180570237404219,  Location: 0.9 MI E OF COCKRELL HILL (Lat: 32.653747,  Lng: -96.877944),  Route carried "on" structure: US 67,  Year Built: 1974,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 47,010 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,960 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 7.689,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  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: 30.8m (101.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  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: 180570237404219,  Location: 0.9 MI E OF COCKRELL HILL (Lat: 32.653747,  Lng: -96.877944),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 145,680 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 20,  Facility Carried by Structure: US 67 NBML
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 16.751,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 18057023740422,  Location: 0.1 MI E OF US 67 (Lat: 32.653003,  Lng: -96.876775),  Route carried "on" structure: ServiceUS 67,  Year Built: 1974,  Status: Open,  Structure Length: 17.28m (56.69ft),  Average Daily Traffic: 47,010 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,960 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 7.714,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.6m (34.8ft)

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: Meets minimum limits,  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: 18057023740422,  Location: 0.1 MI E OF US 67 (Lat: 32.653003,  Lng: -96.876775),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 147,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: IH 20,  Facility Carried by Structure: US 67 NBFR
Minimum Vertical Clearance: 0.63m (2.07ft),  Kilometerpoint: 17.014,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 180570237404221,  Location: IH 20 & US 67 INTERCHANGE (Lat: 32.652800,  Lng: -96.878069),  Route carried "on" structure: Ramp Interstate 67,  Year Built: 1974,  Status: Open,  Structure Length: 35.05m (114.99ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: US 67 & IH 20
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 42.1m (138.1ft),  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237404221,  Location: IH 20 & US 67 INTERCHANGE (Lat: 32.654172,  Lng: -96.877311),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,507 (year 2011),  Truck Traffic: 13%,  Features Intersected: US 67 CONN E,  Facility Carried by Structure: US 67 CONN E
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 7.923,  Lanes on structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 180570237404222,  Location: IH 20 & US 67 INTERCHANGE (Lat: 32.655519,  Lng: -96.877367),  Route carried "on" structure: Ramp Interstate 67,  Year Built: 1974,  Status: Open,  Structure Length: 34.59m (113.48ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: US 67 & IH 20
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 42.1m (138.1ft),  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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237404222,  Location: IH 20 & US 67 INTERCHANGE (Lat: 32.655519,  Lng: -96.877367),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 2011),  Truck Traffic: 6%,  Features Intersected: US 67 & IH 20,  Facility Carried by Structure: US 67 CONN F
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 7.744,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 180570237404223,  Location: 0.9 MI E OF COCKRELL HILL (Lat: 32.654167,  Lng: -96.880244),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 47.37m (155.41ft),  Average Daily Traffic: 14,560 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,390 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20/US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.542,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 16,  Length of Maximum Span: 51.5m (169.0ft),  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: 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: 180570237404224,  Location: 0.9 MI E OF COCKRELL HILL (Lat: 32.654042,  Lng: -96.874772),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 50.96m (167.19ft),  Average Daily Traffic: 14,560 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,390 (year 2033),  Design Load: HS 20,  Features Intersected: IH 20/US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.742,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 17,  Length of Maximum Span: 51.2m (168.0ft),  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: 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: 180570237404225,  Location: 0.2 MI E OF US 67 (Lat: 32.651975,  Lng: -96.874825),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 156,880 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 219,640 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.094,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 445.0m (1,460.0ft),  Skew: 30 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: 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: May 2016
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Structure Number: 180570237404226,  Location: 0.5 MI E OF US 67 (Lat: 32.650953,  Lng: -96.869806),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 2,000 (year 2011),  Average Future Daily Traffic: 4,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: KIRNWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 102.70m (336.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $38,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570237404226,  Location: 0.5 MI E OF US 67 (Lat: 32.650897,  Lng: -96.869667),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 156,880 (year 2013),  Truck Traffic: 10%,  Features Intersected: KIRNWOOD DR,  Facility Carried by Structure: KIRNWOOD DR
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 17.583,  Lanes on structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 180570237404227,  Location: 1.0 MI E OF US 67 (Lat: 32.647428,  Lng: -96.861742),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 78,440 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 109,820 (year 2033),  Design Load: HS 20,  Features Intersected: WHEATLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.278,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Very 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570237404228,  Location: 1.35 MI E OF US 67 (Lat: 32.646017,  Lng: -96.856842),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 78,440 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 109,820 (year 2033),  Design Load: HS 20,  Features Intersected: HAMPTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.872,  Lanes on structure: 4,  Lanes under structure: 6,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180570237404229,  Location: 1.35 MI E OF US 67 (Lat: 32.645575,  Lng: -96.857203),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 78,440 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 109,820 (year 2033),  Design Load: HS 20,  Features Intersected: HAMPTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.872,  Lanes on structure: 4,  Lanes under structure: 6,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

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: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18057023740423,  Location: 2.5 MI E OF US 67 (Lat: 32.643239,  Lng: -96.840200),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 5,900 (year 2011),  Average Future Daily Traffic: 6,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 20,  Facility Carried by Structure: SOUTH POLK ST SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 31 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: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.3m (46.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 96.60m (316.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057023740423,  Location: 2.5 MI E OF US 67 (Lat: 32.643239,  Lng: -96.840200),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 156,880 (year 2013),  Truck Traffic: 10%,  Features Intersected: IH 20,  Facility Carried by Structure: SOUTH POLK ST SB
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 20.524,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 180570237404251,  Location: 1.6 MI E OF CORNVALLEY (Lat: 32.671208,  Lng: -96.974717),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 45.72m (150.00ft),  Average Daily Traffic: 81,670 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 114,340 (year 2033),  Design Load: HS 20,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.827,  Lanes on structure: 4,  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: 15,  Number Of Approach Spans: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Very good,  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: Equal to 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: Bituminous
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