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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: 180570004707335,  Location: 5.10 MI N OF IH 30 (Lat: 32.845503,  Lng: -96.773703),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 334,450 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: UNIVERSITY BLVD EB
Minimum Vertical Clearance: 0.62m (2.03ft),  Kilometerpoint: 16.816,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 180570004707336,  Location: 5.10 MI N OF IH 30 (Lat: 32.845664,  Lng: -96.773233),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.57m (1.87ft),  Average Daily Traffic: 11,482 (year 2016),  Average Future Daily Traffic: 15,730 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: UNIVERSITY BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.342,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 1.8m (5.9ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.70m (186.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707336,  Location: 5.10 MI N OF IH 30 (Lat: 32.845664,  Lng: -96.773233),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 334,450 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: UNIVERSITY BLVD WB
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 16.819,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 180570004707337,  Location: 5.50 MI N OF IH 30 (Lat: 32.850953,  Lng: -96.771642),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 6,947 (year 2016),  Average Future Daily Traffic: 9,964 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: LOVERS LANE (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.167,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 33.5m (109.9ft)

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: 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: 180570004707337,  Location: 5.50 MI N OF IH 30 (Lat: 32.850953,  Lng: -96.771642),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 334,450 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: LOVERS LANE (EB)
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 16.198,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 180570004707338,  Location: 5.50 MI N OF IH 30 (Lat: 32.851200,  Lng: -96.771156),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 6,947 (year 2016),  Average Future Daily Traffic: 9,960 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: LOVERS LANE (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.167,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 33.5m (109.9ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707338,  Location: 5.50 MI N OF IH 30 (Lat: 32.851200,  Lng: -96.771156),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 334,450 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: LOVERS LANE (WB)
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 16.201,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 18057000470734,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.793178,  Lng: -96.796900),  Route carried "on" structure: Ramp State highway 366,  Year Built: 1969,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 48.59m (159.42ft),  Average Daily Traffic: 53,656 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 88,710 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 3.603,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 15,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

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: 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: 18057000470734,  Location: US 75 & SP 366 INTRCHANGE (Lat: 32.793178,  Lng: -96.796900),  Route carried "under" structure: US 75,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 155,240 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75 SB,  Facility Carried by Structure: SPUR 366 LINE A
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 22.516,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 180570004707358,  Location: 6.15 MI N OF IH 30 (Lat: 32.856978,  Lng: -96.770536),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 6,144 (year 2016),  Average Future Daily Traffic: 9,974 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: SOUTHWESTERN BD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.024,  Lanes on structure: 3,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 60.40m (198.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707358,  Location: 6.15 MI N OF IH 30 (Lat: 32.856978,  Lng: -96.770536),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 334,450 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: SOUTHWESTERN BD EB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 15.522,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 180570004707359,  Location: 6.15 MI N OF IH 30 (Lat: 32.857167,  Lng: -96.770075),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 6,144 (year 2016),  Average Future Daily Traffic: 9,974 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: SOUTHWESTERN BD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.024,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 1.8m (5.9ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707359,  Location: 6.15 MI N OF IH 30 (Lat: 32.857167,  Lng: -96.770075),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 334,450 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: SOUTHWESTERN BD WB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 15.519,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 18057000470736,  Location: 6.45 MI N OF IH 30 (Lat: 32.860817,  Lng: -96.770461),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,942 (year 2016),  Average Future Daily Traffic: 7,471 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: CARUTH HAVEN ST EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.602,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 18057000470736,  Location: 6.45 MI N OF IH 30 (Lat: 32.860817,  Lng: -96.770461),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 334,450 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: CARUTH HAVEN ST EB
Minimum Vertical Clearance: 0.06m (0.20ft),  Kilometerpoint: 0.151,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 180570004707361,  Location: 6.45 MI N OF IH 30 (Lat: 32.861056,  Lng: -96.769953),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,942 (year 2016),  Average Future Daily Traffic: 7,471 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: CARUTH HAVEN ST WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.602,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707361,  Location: 6.45 MI N OF IH 30 (Lat: 32.861056,  Lng: -96.769953),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 334,450 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: CARUTH HAVEN ST WB
Minimum Vertical Clearance: 0.06m (0.20ft),  Kilometerpoint: 15.097,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 180570004707362,  Location: 6.80 MI N OF IH 30 (Lat: 32.865286,  Lng: -96.770419),  Route carried "on" structure: City street 12,  Year Built: 1998,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 8,437 (year 2016),  Average Future Daily Traffic: 13,451 (year 2038),  Design Load: HS 20,  Features Intersected: US 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.094,  Lanes on structure: 6,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: 180570004707363,  Location: 6.80 MI N OF IH 30 (Lat: 32.865703,  Lng: -96.769661),  Route carried "on" structure: City street 12,  Year Built: 1998,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 8,437 (year 2016),  Average Future Daily Traffic: 13,451 (year 2038),  Design Load: HS 20,  Features Intersected: US 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.933,  Lanes on structure: 6,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: 180570004707363,  Location: 6.80 MI N OF IH 30 (Lat: 32.865703,  Lng: -96.769661),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 34,170 (year 2013),  Truck Traffic: 14%,  Features Intersected: US 75,  Facility Carried by Structure: LOOP 12 WB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 14.592,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 180570004707364,  Location: 6.55 MI N OF IH 30 (Lat: 32.862603,  Lng: -96.769850),  Route carried "on" structure: ServiceUS 75,  Year Built: 1998,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 70,000 (year 2016),  Average Future Daily Traffic: 196,000 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 NB EXIT TO LP 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.416,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 138.10m (453.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $30,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707364,  Location: 6.55 MI N OF IH 30 (Lat: 32.862603,  Lng: -96.769850),  Route carried "under" structure: Ramp US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 29,420 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 75 NB EXIT TO LP 12
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 14.914,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 180570004707365,  Location: 0.05 MI S OF LP 12 (Lat: 32.864083,  Lng: -96.771036),  Route carried "on" structure: Ramp US 75,  Year Built: 1998,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 70,000 (year 2016),  Average Future Daily Traffic: 196,000 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 OFF RAMP I & SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.335,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 1.0m (3.3ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Very good,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707365,  Location: 0.05 MI S OF LP 12 (Lat: 32.864083,  Lng: -96.771036),  Route carried "under" structure: Ramp US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 29,420 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 75 OFF RAMP I & SB FR
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 14.833,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 180570004707366,  Location: 0.05 MI N OF LP 12 (Lat: 32.866775,  Lng: -96.769703),  Route carried "on" structure: Ramp US 75,  Year Built: 1998,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 70,000 (year 2016),  Average Future Daily Traffic: 196,000 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.933,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 1.1m (3.6ft)

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: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707366,  Location: 0.05 MI N OF LP 12 (Lat: 32.866775,  Lng: -96.769703),  Route carried "under" structure: ServiceUS 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: US 75 NB FR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 14.933,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 180570004707367,  Location: 0.15 MI N OF LP 12 (Lat: 32.868042,  Lng: -96.770689),  Route carried "on" structure: ServiceUS 75,  Year Built: 1998,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 70,000 (year 2016),  Average Future Daily Traffic: 196,000 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 SB EXIT TO LP 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.891,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 108.50m (355.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707367,  Location: 0.15 MI N OF LP 12 (Lat: 32.868042,  Lng: -96.770689),  Route carried "under" structure: Ramp US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 29,420 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 75 SB EXIT TO LP 12
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 14.389,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 180570004707368,  Location: 0.25 MI N OF LP 12 (Lat: 32.868667,  Lng: -96.769989),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 8,473 (year 2016),  Average Future Daily Traffic: 11,720 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: NORTHPARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.032,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 72.20m (236.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $40,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707368,  Location: 0.25 MI N OF LP 12 (Lat: 32.868667,  Lng: -96.769989),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 294,220 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 75,  Facility Carried by Structure: NORTHPARK BLVD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 13.582,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 180570004707369,  Location: 0.45 MI N OF LP 12 (Lat: 32.871717,  Lng: -96.770361),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 8,430 (year 2016),  Average Future Daily Traffic: 9,143 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: PARK LANE EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.386,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707369,  Location: 0.45 MI N OF LP 12 (Lat: 32.871717,  Lng: -96.770361),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 294,220 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 75,  Facility Carried by Structure: PARK LANE EB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 13.884,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 18057000470737,  Location: 0.45 MI N OF LP 12 (Lat: 32.871986,  Lng: -96.770031),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 1,843 (year 2016),  Average Future Daily Traffic: 2,143 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: PARK LANE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.386,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18057000470737,  Location: 0.45 MI N OF LP 12 (Lat: 32.871986,  Lng: -96.770031),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 294,220 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 75,  Facility Carried by Structure: PARK LANE WB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 13.887,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 180570004707371,  Location: 0.35 MI N OF LP 12 (Lat: 32.871181,  Lng: -96.770644),  Route carried "on" structure: Ramp US 75,  Year Built: 1999,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 110,490 (year 2016),  Average Future Daily Traffic: 137,201 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 SB OFF RAMP M
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.133,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707371,  Location: 0.35 MI N OF LP 12 (Lat: 32.871181,  Lng: -96.770644),  Route carried "under" structure: Ramp US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 26,490 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75 SB OFF RAMP M
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 12.763,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 180570004707372,  Location: 1.05 MI N OF LP 12 (Lat: 32.880361,  Lng: -96.770414),  Route carried "on" structure: US 75,  Year Built: 1998,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 147,110 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 205,950 (year 2033),  Design Load: HS 20,  Features Intersected: WALNUT HILL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.301,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 24.6m (80.7ft)

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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707373,  Location: 1.05 MI N OF LP 12 (Lat: 32.880117,  Lng: -96.769822),  Route carried "on" structure: US 75,  Year Built: 1998,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 147,110 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 205,950 (year 2033),  Design Load: HS 20,  Features Intersected: WALNUT HILL LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.301,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707374,  Location: 1.00 MI N OF LP 12 (Lat: 32.878803,  Lng: -96.769894),  Route carried "on" structure: Ramp US 75,  Year Built: 1998,  Status: Open,  Structure Length: 12.92m (42.39ft),  Average Daily Traffic: 70,000 (year 2016),  Average Future Daily Traffic: 196,000 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 OFF RAMP Q
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.891,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 129.20m (423.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $23,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570004707375,  Location: 0.95 MI N OF LP 12 (Lat: 32.879033,  Lng: -96.770553),  Route carried "on" structure: Ramp US 75,  Year Built: 1998,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 22,960 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,620 (year 2038),  Design Load: HS 20,  Features Intersected: US 75 ON RAMP R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.622,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 128.60m (421.92ft),  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: 180570004707375,  Location: 0.95 MI N OF LP 12 (Lat: 32.879033,  Lng: -96.770553),  Route carried "under" structure: Ramp US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 29,420 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 75 ON RAMP R
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 13.171,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 180570004707382,  Location: 1.65 MI N OF IH 30 (Lat: 32.798700,  Lng: -96.793114),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 973 (year 2016),  Average Future Daily Traffic: 1,274 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: HALL ST (ML)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.758,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 180570004707382,  Location: 1.65 MI N OF IH 30 (Lat: 32.798700,  Lng: -96.793114),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 310,480 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: HALL ST (ML)
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 22.148,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 180570004707384,  Location: 2.0 MI N OF IH 30 (Lat: 32.803389,  Lng: -96.793336),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 12,437 (year 2016),  Average Future Daily Traffic: 15,732 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: LEMMON AVE (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.581,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 3.9m (12.8ft)

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: 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: 180570004707384,  Location: 2.0 MI N OF IH 30 (Lat: 32.803389,  Lng: -96.793336),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 310,480 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: LEMMON AVE (EB)
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 21.667,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 180570004707385,  Location: 2.00 MI N OF IH 30 (Lat: 32.803614,  Lng: -96.792978),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 12,437 (year 2016),  Average Future Daily Traffic: 15,732 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: LEMMON AVE (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.581,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 3.9m (12.8ft)

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: 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: 180570004707385,  Location: 2.00 MI N OF IH 30 (Lat: 32.803614,  Lng: -96.792978),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 310,480 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: LEMMON AVE (WB)
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 21.667,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 180570004707386,  Location: 2.30 MI N OF IH 30 (Lat: 32.807139,  Lng: -96.793392),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 1,748 (year 2016),  Average Future Daily Traffic: 2,143 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: HASKELL AVE EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.911,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 35.5m (116.5ft)

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: 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: 180570004707386,  Location: 2.30 MI N OF IH 30 (Lat: 32.807139,  Lng: -96.793392),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 310,480 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: HASKELL AVE EB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 21.178,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 180570004707387,  Location: 2.30 MI N OF IH 30 (Lat: 32.807461,  Lng: -96.793178),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 1,748 (year 2016),  Average Future Daily Traffic: 2,143 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: HASKELL AVE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.911,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Satisfactory,  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: 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: 180570004707387,  Location: 2.30 MI N OF IH 30 (Lat: 32.807461,  Lng: -96.793178),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 310,480 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: HASKELL AVE WB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 21.178,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 180570004707388,  Location: 2.90 MI N OF IH 30 (Lat: 32.815642,  Lng: -96.789497),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 1,473 (year 2016),  Average Future Daily Traffic: 4,983 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: FITZHUGH AVE EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.997,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 149.0m (488.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: 180570004707388,  Location: 2.90 MI N OF IH 30 (Lat: 32.815642,  Lng: -96.789497),  Route carried "under" structure: US 75,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 310,480 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 75,  Facility Carried by Structure: FITZHUGH AVE EB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 20.444,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 180570004707389,  Location: 2.90 MI N OF IH 30 (Lat: 32.815706,  Lng: -96.789164),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 1,473 (year 2016),  Average Future Daily Traffic: 4,983 (year 2038),  Design Load: HS 20,  Features Intersected: US 75,  Facility Carried by Structure: FITZHUGH AVE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.997,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 149.0m (488.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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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